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Home My WebLink About38190 Fallstone WayC 0 REOFIVEr O I� I—� r—'—'-1 AM)) �� I—� r� ��- INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN -A 1532 FLOORLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN ABBREVIATIONS 12 ROOF FRAMING PLAN AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT, Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block RI IAI nr RI IAI Relnu, FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O. M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Footl Feet FTG or Fig. Footing FXD GL Fixed Glass GALV or Galv. Galvanized nr ... n n t+.°...,..,., r.,.,a._..._. PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round nn _. n r 13 UNIT -A- 1532 ELECTRICAL PLAN 14 UNIT -B- 1516 ELECTRICAL PLAN 15 UNIT -C- 1624 ELECTRICAL PLAN 16 _ _ ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. Smoke Detector SGD Sliding Glass Door MEN MEN I 1 IN In Is 0 0 0 SEMI son No OEM OEM son MEN on VMS on moll 0 DETAILS 1 C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower ST STAIR DETAILS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SS J RETROFIT DETAILS CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications - D1 FRAMING DETAILS CLGorClg. Ceiling IL InHard LieuSurface(flooring) SPFor TorSF. Spruce Pine Fir no ❑❑❑❑ ❑❑❑❑ ❑❑0 ❑❑❑❑ ❑�❑� Q❑ ❑❑❑❑ ❑❑❑❑ ❑❑ ❑n ❑❑❑❑ �0 ❑❑❑❑ ❑❑❑❑ ❑R CMU Concrete Masonry Unit ILO In Lieu Of SQ or q SF or S.F. Square Foot (feet) �� 0� O© 00 �� U� 00 WP WATERPROOF DETAIL COFForCoff. Coffered or Tray Ceiling INSULorinsul. Insulation SQorSq. Square U ❑❑❑❑ ❑❑❑❑ �, ❑❑❑❑ a ❑❑❑❑ ❑❑❑❑ � a ❑❑❑❑ � ❑❑❑❑ ❑❑❑❑ PA 1.0 PRODUCT APPROVAL COL or Col. Column INTorInt. Interior STO Storage ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑� COMM or Comm. Community KNVALL or KNVaII Kneewall SW or S.W. Shear Wall PA 1.1 PRODUCT APPROVAL COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN orCONN. Connection LAUN orLaun. Laundry TB Towel Bar PA 1.2 PRODUCT APPROVAL CONTorCont. Continuous LAVorLay. Lavatory TEMP or Temp. Tempered UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A CT or C.T. Ceramic Tile LF or L.F. Linear ft. THIKN or Thik'n. Thicken SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOB orT.0.6. Top of Block SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL DDecorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder $ UNIT TOWNHOMES SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL DECEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DEDorDed. Dedicated (outlet) MFRorMfr. Manufacturer TRANS WDW or Trans. Transom Window SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DIAorDia. Diameter MGT Management (room) TYPorTyp. Typical UNITS "A-B-C-C-C-C-B-A " SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Minor UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO 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 MIN or MICRO or Micro. Microwave VB Vanity Base -- DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELECorElec. Electrical PC Pull Chain W/orw/ With MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor FOR 2 STORY HOMES EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EWorE.W. Each Way PKTorPkt. Pocket (Door) WDorWd Wood THIS DRAWING AND DESIGN IS VALID EXP or Exp. Expansion PL or P.L. Parallam WDWHDR orWDW. HDR. Window Header FOR 12 MONTHS AFTER THE DATE IT EXTorExt. Exterior PLF Pounds per linear foot WH or W.H. Water Heater IS SIGNED AND S FBC F SEALED OR WHILE ""rida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet CURRENT CODE E LEDD FDN or Fdn. Foundation PLT HT or Pit. Ht, Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 0 5-21-16 1.00 NEW BUILDING CONFIGURATION 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 12-28-17 2.00 2017 FBC CODE UPDATE review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 06-2 7-17 2.01 UPDATED PER F D S REVIEW 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 12-19-20 3. 0 FBC 2020 CODE UPDATE Office at (407) reimbursement immediately. No Designer/Engineer a will be h considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments 02-16-21 4.0 E N G . REVISIONS PER TRUSS E N G . agreement. ill be made in accordance to the terms of the 06-15-21 4.1 STAIR SECTION REVISED PER C.M.control of construction site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and _N T TH 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. X CL U L� ✓� 0 O b LU • G .� a et4�' pp� • To the as of the Engineer s knowledge, information and belief, the structural plans and specrfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v EQ Q p N 8 U a ��'�� O N � map � # M n r J I» ID I J LL W J u- L- 0. O —Ti a Z troy 2 o w = o Z cc "`° W U) m 0 I . Z Cc N 0 a ILo ZN O U N W o❑ ❑ cm) C0 N O Z W N z iz - N z v v (D1 o � 4-1 w a ❑U Ot^^ LL, o tvt ^!! (�y N U w j r— — £ I t o cU) ¢ V) N �Q Ilk m �� J W m "i o iz Z < U- wIn �Z � z® E I UJ oa ICU (a o U 00 O« Z N �O¢ o aw «J L C Q Z y U m O Z Z' Z J aW �Z ui a" gZ a �F W 0 o � dLL w �3 MI5 o w >_ aF v Za °3 c s i— iu N C� CO d- cID CD CD M �+ V 0 'm O 0o E O r N LO � Cfl (0 L0 00 y ` E w E O o Z Z N O cc c ci U a Q p � JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. j — - — NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLAT FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB cn OR FIBERMESH REINF. SLAB THICKNESS r tl SEE PLAN. WHERE SHOWN ON r FOUNDATION PLAN o LL W (V CONTROL JOINT DETAIL SCALE: 1 o 45 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1AxVV1.4 W.W.F. 41 d14 . < d ° d 41 ..a* 4Q • V O• d d d a 4" I 2'-0" 14" CMU BEARING WALL FOOTING SCALE: 3/4"=l'-O" SECTION A -A 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" CONCRETE SLAB PER PLAN SYMETRICAL 0 It /4-'i 13'-4" 0 3'-8"' 3'-8"'00 134" '-01'1 3'-8" 13,-4" -0" _O" 1 T-4" 3'-8" VERIFY V, VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C L LOCATION OF AIC AC PAD T-T x T-0" x V-T L PAD PAD L PAD 3' " x�4' V-0" S3 PAD w/ (4) #5 E.W. S3 S3 4)�E• 2'-0" x 2'-0" x 1'-0" HOSE HOSE HOSE x 2'-0" x V-0" 2'-0" x 2'-0" x V-0" HOSE 2'.0" x 2'-0" x V-0" 2'-0" x 2'-0" x V-0" HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. A6 CONDENSATES �—CONDENSATE CONDENSATE CONDENSATE--� LINE I 4" ELEV. FIN. I 1 I LINE 4" ELEV. FIN. I 1 I I LINE -4" ELEV. FIN. 1 I 1 LINE I 4' ELEV. FIN. 1 `° A S3 a CONC. SLAB I � 2 I i a CONC. SLAB � 2 1 CONC. SLAB � 2 I CONC. SLAB a I � I I V-4" 6'-8" 3'-10" 3'-10" 2'-8" -8" 3'-10" T-10" 6'-8" 1 '-8" 3'-10" 3'-10" 6'-8" -0" '-0" 6'-8" 3'-10" 3'-10" 2'-8" / / / 4� -4" -4" PROVIDE 1)/2" ECESS FOR -I- _ — r -t- I F — — - - _ — P �OVIDE l Y" RECESS FOR -F- — " I — _ j- —j — I — — PROVIDE 1)LRECESS FOR — — PROVIDE 1�" RECESS FOR I `r SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg i S 1DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I I I SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH r SLIDING GLASS DOOR. REFER T � MASON'S SCOPE FOR WIDTH PROVIDE Ul IE FO I I I CE MAKER E MA ER ICE MAKER ICE MAKE D L I I _ I I _ I I _ _ I I o? ® I M CD D1 I I I D1 I M I I I D1 I M C9 I I ( M I D1 I S3 IIL S3 I S3 I I S3 I 1 1 I I ij 3Y"MIN. 3000 flSl CONC. SLAB FOR I Ir( J I`'' I III I VL \0 _J L HERNANDO CO NTY ONLY, 3Y2" MIN. L 2j L�JJ 2500 PSI CONC, SLAB OVER 6IL VISQUEEN APOR BARRIER II SINK C.J. DBLSINK w/ IDBL. DISPOSAL DBL. SINK DISPOSA L. SINKw/ POSAL�$POSAL 00 _sO SJ6 =i __-_ _— - —_—_ _ � Fo TYP. @ 2•STORYU.N.O. r.) 11 I Ill�r_ rd III J 11 0 1111 J I N_ 1 JL 0 J LL___ r> II II J JiI LL ---JL_J L� = IVL 12 5'-9" 12'-3" 5-9" 12'-3" 12-3" 5-9" PW01 1 W01 W01 1II1III D1 D1 co co 14'-6' 3'-14' 3'-10" 4'-2 T-10" 14'-2" 14'-2" 3'-10" IIIIIIIIIIIII r� I I r_ jop M Mv0MN I1iI,III1 CD90 1I1IIII 1II1IIIII r T I OL 0'-0" ELEV. rT�r I 0'- "ELEV. 0'-0" ELEV. 0'-0" ELEV. I FIN CON . SLAB ®®®®■® FI CONC. S . I ( . SLAB .7 c.J. _ , cJ . cJ_ L - zo G GG G @ FOUNDATION FOUNDATION I I @1FOUNDATION @ FOUNDATON@ I I IIIII ' 4"II 2' 0" 214011 16'-0 2' 0" 16-0" 16'-0" 2' 0" '= I � --J — rLV L J L JJI � � 80 zo /t ELEV. APPROX.1.11211 BELOW F.F. I I I /IIIIIII,II— lIIII1IIIIr I ELEV. CAN BE NO MORE — � THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI I — IFIELDVERIFY K � W /I � K K it W.HH / 1/2"RECESS FRONT DOOR. REFER TO SCOPEFORRIDTH L I 2'-1 /PROVIDE 112"RECESSFOR � FRONT DOOR. REFER SPROVIDE PROVIDE 1/2"RECESS FOR 1 NO REFER TO O PROVIDE 1/2" RECESS FOR FRONT DOOR. REFER TO _j2O u 1 2 1„MASONS TyTIIIIIiIIIII- FM24 FM24 MON'S SCOPEFOR WIDTH MASON'S SCOPE FOR WIDTH MON'SSCOPEfORWIDTH FM24op ® ® '-0" 4'-0" -0"- 0"1 -0"-0" -8" 1ELEV. APPROX.10 In Im BELOW F.F. _l11-1/2" o v 5o q - o ELEV. CAN BE NO ELEV. APPROX. El 1O -4"ELEV. FIN. CONC. SLAB ( I PW0 I MORE THAN 1112" -4" ELEV. FIN. 'n CONC. SAB BELOW TOP OF EGRESS DOOR -4ELEV. FIN. 1112"BELOW F.F. CONC. SLABELEV. CAN BE NO MORE THAN 1-1/2" . . CONC. SLAB VN p (THRESHOLD. D — ■ C.J. d FIELD CJ, - R—IFY J—N (II( U 1 BELOW TOP OF E—GRES—SDOSLO3 R ELEV. XJ,. A—PPRO— - lc� 03 W qTHRESHOLD. FIELD . 1-112" BELOW F.F. _ 5 -8„ �Ll VERIFY o�' J ELEV. CAN BE NO14 30"x30x10„ N. I 1/2"MORETHAN 1 (4) #5 EW. (±) 4 q I o o ® BELOW TOP OF ® I EGRESS DOORs LO 55 55 I55 THRESHOLD. FIELD 5 p-1 VERIFY p1 q o l �""'� � o rA co s 11 -" CO'"SEES 3 FOR S3 —VE —C S3 I J S3 J —C�. ■ R —ECESS OPT *1I S3 RECESOPT" v ' OSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS 4z BIB WIN FILLED CELL WIN FILLED CELL BIB WIN FILLED CELL BIBB BIBB WIN FILLED CELL V-8" 8'-0" l'-8" V-6" 8'-0" 1'-1Oil 2'-0" V-8" 8'-0" V-8"%,L 11'4" 0. 11'4" 64" 1 V-8" 6'-8" 6'-8" 1 V-4" 01 7'-0" 1 22'-8" 18'-0" 24'-8" 41 72'-4" FOUND SCALE: X4"=V-0" —INDICATES FILLED CELLW/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL ►TION PLAN e�aa O O �q �) N Cs Cv Lj_ flx. ;C0-1-C a ty:. 1�J q y �. > f-J 4- ul �v O ), aka: LP d/f n neat k 5g9�x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E o NB o V N p S cD L0 0�°Ag 0N�� tnF- �a i 0/ eNV 25l # LL i CM J 5 LL �LLLL 55 d -O 2 13 OW.. Z — L N ?Q �. o�o W m 0 N W (5 cprl- m Z N m Z ILW IL 0 0 zU 0 (nn M "- � z o o z co 11 Q wad - N M t^o' z a o W, J O W o In c �N � iK76 ca �- c� 4i W J s z U � m O 07 Y N O Om C W M z LL E a 4 � o E wo z Z® p oa tN 2a oa oo �z O E O � a p aQ a Z irw f6 F , oz 2 Z J a ° z z fn a 3 S� w� a° �w W�� CD z =3 0 O CID=1a Cd d o .2r >cm ai co d' c O GV � L_C'> 0 C m O 0o E O o f-+ N M C:) N Q ul) ��- Q o z Z = ui O N a E U 0 Q p JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =V-0" r, 0 W <) O o Cl) MIRROR \\kill; - 0 I - _ b BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH lx8 CAP & 3/4" PLYWOOD CASING (ATZnd DECKING N, FLOOR ONLY) co � M F. FL. N, ----------------1�-- � 17 16 15 14 1361 12 11A HCONT. 10 HAND RAIL 2i F. FL. 8 2x STRINGERS 14' 4 1 TYP. STAIR SECTION 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 e (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 �H> (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 J X 371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 182'X624 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 271/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 381 26 x 3711 S.H. 1H4 274X50i 26x50 S.H. 1115 27JX63 26X621/2 S.H. 1H6 274.X72 26X711/2 S.H. 22 37 J X 26 36 X 25 1 /2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 381 52 J X 371 S.H. 34 54 X 50 i 52 1 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.M. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 112" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34 NOR MORE THAN 38" ABV. TREAD METAL HANDRAIL BRACKET BLOCKING AS REQUIRED w U ¢z G Q U u� 00 FF l HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Yz inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1'4' 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. (*)>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE 1- - S 0 --------------------------..+++.� STUD WILL BED U OUTDOOR LIVING - @,2 O.C. THIS THIS IS ONLY USED FINISH S3 9'-4" CLG. A.F.F. ** WALL SHEATHING 1 CONCRETE REFER TO SHEATHIN 8" 6'-0" 10'-8" 6'-8" T-10" 3'-10" 2'-8" o� �, yO ~ rn 6068 SGD Q -__ �° 4_ U2468 REF - I C0 7'-11" I 3'_2" 6'-7" 0 2 oM O O T N DINING N w 1lO KITCHEN Z 9'-4" FLAT CLG. 9'-4" FLAT CLG. TILE TILE SINKw/ I 00 -- D/W DISPOSAL I c° I I r---� L---� FLRG. LINE ----- -- 1 55 D� �. U. N ct O ® LO 00 v T �l I 16" SQUARE- CMU COLUMN r-)16" CNTR. AT 42'= A.F.F. W FOYER 9'4' FLAT CLG. TILE oO I 2'-0' L 1 4'- all ENT YIf 9'4' PLG. A.F.F. CONCRETE 2--- ®® ----�0 boo 00 50 oo 5'-8" 1/2 WALL CAPPED UP GREAT ROOM 9'-4" FLAT CLG. CARPET GG S3 2'-8" 4'4° NO UPLIFT* - Q - S4 N w - H1 -_P_W_ _R_ 1-UM63 E Cr CV LJL(c A 2868 EDGE OF SLAB 2" 00 BEYOND WALL N W.H. 0 2'-6" OT BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE 9'-4" F T CLG. CONCRETE o V-8" r- - - - - - - - - - I I V-8" r- - - - - - - - - - I I - - - - - -- I I 1 I LINE OF 2nd STRY. I ABV. 1 1 **NOTE * I I BILK. WALLS RE 8'-8" 1 TALL FOR "A" NIT 5'-8" FROM FRONT OF GARAGE K 1 I TYP. @ I I S4 GARAG 8'x7' GARAGE OOR is 1ST FLOOR PLAN -UNIT-A 1532 SCALE: Y4'=1'-0" m., ■1 EF` At�T D1 0 M FILLED CELL LEGEND CONT, FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) BLE STUDS @ 16 O.C. OR SINGLE STUDS r o -r WITH PLASTER OR STUCCO EXTERIOR 3'-4" 12'-0" 3'-0" 011 5/32" EXPOSURE 1 OR EQUIVALENT. G SCHEDULE FOR ATTACHMENTS- 1'V-8" 3'-10" 5'-0" 3'-10" -4" 2'-8" 10 © O MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) - EGRESSI EGRESS o C0 f; u7 ' OWNER'S 55 -_ BEDROOM D1 - - �,�� 8'-0" FLAT CLG. TYP. U.N.O. I CARPET CV o00 N T - 17'-8" 1 io 6'-4" 4'4' 7'-0" I M.C. ----- R&S - O O. BAT H I 22"x36" ------ i - (0 8'-0" FLA CLG. ATTIC - CARP T ACCESS / I C I iv CV - � 04 00I �� 8��" FLAT CLG M _ iv NI N I / CARPET I� PW01 -- o L_V-J -- -- ----J TYP. R&S oco110 iv r 2868 5 ® X6 c0I 1 - 7 00 E TO '-' oo cm - 7' A. '. CD 8 N -_ 60"x AH U 9 00 OWER PA 1 10 io R/A I 5' 114 4'4" 3 �„ I I 3'-8„ jq Q ' LOFT 0 1 13 19 A 1000 8'-0" FLAT CLG. 14 00 n CARPET 15 60 00 ( N I CO - I 16 I 17 to U P 18 7' A.F.F. u _ 0 1/2 WALL - I o CAPPED :3T Ilk 5'-4 V-10" N V-6" N U_�J r- O *- Fo ® 7 2668 BAT ��9� CV --- o 8'-0" FLAT CLG CARP T M.C. 0, I WIG ( 8'-0" FLAT CLG. CV I CARPET 2668 _ - U) CV O O) xs 1 io tY ( in co __----- ---- M BEDROOM 2 R&S _ 18'-0" FLAT CLG. 1IiI I�! - CARPET - Ma G.T. cq G.T. 00 - 0 � _ © LO MOD 25 SH -- ( 39" x 59" ) EGRESS 3'-8" T-10" 3'-10" 4'-0" 7'-4" 00 FD rn 7'-0" 11'4' 18'-4" 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 SEE SN SHEET H SEE S M140NOTEN SHEET MPH : WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 F&- General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A. F.F. MASONRY PARTY 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 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 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) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C:) >< L13 1.-� 4D - S ,O' I ID C G - LL1 \� SN !ago IV ` ,p• NV �• w LU 0 V'": M . 1 Z V Q �� s a��g�4f�t41 ��P�p �� vT G`��F }•3 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. F110E 4 o $ 5o co N N r 0 " N rn I ak Ncc):MC) � � w C LL w ,R Co JLLL= LU Z mc� o O: 3.WNCO ' W � � 91 o' m w co Z "N' Z ¢ J 0 G Z N OU o W 1113 Z N o z z o J- d. � - N )-�? - _ w V O w o L w �N � U _� di W I _ E 19 r $ 1 _ E Ci O Cn -o ¢ N OOle o W M Z Z o J ¢ LL. z o g- E o R ci E of ?® FCU z oa I- 6 XO 00 o¢0z O E 8 az N�o ww � L 40 -0 5 M z¢ mo ZC 30Y zZ - �o aW U! J ¢ n 1 Z d oa go W a hLL �3 J � QY K C:) FF yao v z�< ° 3 c .y a; L m f E r CID ACV "T_ 0O O r o O T CN F-- O O Il i') I N 00 r � � a R � o N Z Z E O N E a U ¢ p JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET N0. 3 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 SEE SN SHEET H SEE S M140NOTEN SHEET MPH : WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 F&- General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A. F.F. MASONRY PARTY 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 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 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) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C:) >< L13 1.-� 4D - S ,O' I ID C G - LL1 \� SN !ago IV ` ,p• NV �• w LU 0 V'": M . 1 Z V Q �� s a��g�4f�t41 ��P�p �� vT G`��F }•3 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. F110E 4 o $ 5o co N N r 0 " N rn I ak Ncc):MC) � � w C LL w ,R Co JLLL= LU Z mc� o O: 3.WNCO ' W � � 91 o' m w co Z "N' Z ¢ J 0 G Z N OU o W 1113 Z N o z z o J- d. � - N )-�? - _ w V O w o L w �N � U _� di W I _ E 19 r $ 1 _ E Ci O Cn -o ¢ N OOle o W M Z Z o J ¢ LL. z o g- E o R ci E of ?® FCU z oa I- 6 XO 00 o¢0z O E 8 az N�o ww � L 40 -0 5 M z¢ mo ZC 30Y zZ - �o aW U! J ¢ n 1 Z d oa go W a hLL �3 J � QY K C:) FF yao v z�< ° 3 c .y a; L m f E r CID ACV "T_ 0O O r o O T CN F-- O O Il i') I N 00 r � � a R � o N Z Z E O N E a U ¢ p JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET N0. 3 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A. F.F. MASONRY PARTY 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 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 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) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C:) >< L13 1.-� 4D - S ,O' I ID C G - LL1 \� SN !ago IV ` ,p• NV �• w LU 0 V'": M . 1 Z V Q �� s a��g�4f�t41 ��P�p �� vT G`��F }•3 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. F110E 4 o $ 5o co N N r 0 " N rn I ak Ncc):MC) � � w C LL w ,R Co JLLL= LU Z mc� o O: 3.WNCO ' W � � 91 o' m w co Z "N' Z ¢ J 0 G Z N OU o W 1113 Z N o z z o J- d. � - N )-�? - _ w V O w o L w �N � U _� di W I _ E 19 r $ 1 _ E Ci O Cn -o ¢ N OOle o W M Z Z o J ¢ LL. z o g- E o R ci E of ?® FCU z oa I- 6 XO 00 o¢0z O E 8 az N�o ww � L 40 -0 5 M z¢ mo ZC 30Y zZ - �o aW U! J ¢ n 1 Z d oa go W a hLL �3 J � QY K C:) FF yao v z�< ° 3 c .y a; L m f E r CID ACV "T_ 0O O r o O T CN F-- O O Il i') I N 00 r � � a R � o N Z Z E O N E a U ¢ p JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET N0. 3 OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 Eo BATHROOM 2 SCALE: 3/8" = 1'-0" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 211 FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 38 18' X 371 S.H. 14 20X50J 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX714 S.H. 1H2 271/4X26 26X25J S.H. 1113 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 1 H5 274 X 63 26 X 62 1/2 S.H. 1H6 27X72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 a X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37�X72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 7'X 251 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE =10'-8 3/4" CASING (AT 2nd / TOTAL RUN = 14'-2" FLOOR ONLY) // 3/4" PLYWOOD (2) 2x8 w/ 112" // DECKING FLITCH HEADER / SLOPE CEILING TO / / MATCH STAIR RISE i / F. FL. 17 � Solo�/ 16 AN,/ 15 U 14 Z // 13 CONT. 12 ual HAND RAIL 1.1 U 10 v � 9 �r o� 8 z 7 M� 600 °P co 4 5 Zx STRINGERS I F. FL. LJ1 2x4 #2 SYP. P.T. THRUST , BLOCK W/(2)-1/4"x 31/2" 14'-2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = l'-0" 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 OH6 (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 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 DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE 17 THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline, Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 314 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: al beprovidedo n ss t an one side of each continuous run of treads or flight with four or more Handrails shall o of le h g t measured vertically from the sloped lane adjoining the tread nosing, or finish surface of risers. Handrail height me u d v rti ally f m p p I g g, ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. VERIFY AC PAD LOCATION OF A/C PAD HB ON 111113 1110 on • . • . i i I:II HIS mi iui Ii on • iiii so Sol ■•ir Ionuu nu I I ( F6- 7 5-SH REF 2468 BF V T-2" I o O 2 017 -1 Z KITCHEN 9'-4" FLAT CLG. I TILE SINK w/ DISPOSAL _D!W CD 00 in LO ' c 112 WALL u CAPPED 1 7- 2 UPS I = 3 a I� 4 5 PW01 D1 TYP. 7 - g01- r F 10 i i 6" CNTR. AT 42" A. F.F. ti GREAT ROOM 9'-4" FLAT CLG. CARPET GG S3 4'-4" *NO UPL Q S4 2868 EDGE W.H. NI I BEYOND FWALLL SLAB 2" 6068 SGD DINING 9'-4" FLAT CLG. TILE FLRG. LINE FLRG. LIN U)06 o � i N FOYER 9'-4" FLAT CLG.: 01 TILE o a 1- r �? 9'-4" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE T-4" FLAT CLG. CONCRETE r------ I I - - - - - - - - -- I I I LINE I F 2nd STRY. ABV. I - - I * NOTE** BLK. WALLS ARE 8'-8" TALL FOR"A" UNIT 5'-8" FROM FRONT OF GARAGE K I TYP. @ I H O ARAGE S4 I 8'x7' . ARAGE DOOR IIIIIII� . In nr■ri_�u . 1 nnrru� soon 07�� ::: M. OVA ■rr ili • oom • ' go � " 9 roll ■ V_8" 1ST FLOOR PLAN -UNIT-B 1516 D TYP. SCALE: Ya'=T-0" idnr.. RFV in 1 9n r..AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 (*)>9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0" , THEN AT EACH EXTERIOR CORNER WITHIN STUDS WILL BE DOUBLE STUDS @ 1 @12"O.C- THIS IS ONLY USED WITH PLASTER FINISH ** WALL SHEATHING 15/32" EXPOSU REFER TO SHEATHING SCHEDULE THE 4'-0" END ZONE, THE 6" O.C. OR SINGLE STUDS OR STUCCO EXTERIOR I 3'-0" 12'-Q° 3`-4"01 RE 1 0R EQUIVALENT. 2'-8" 3'-10" 5'-0" 3'-10" 3'-0" 01 FOR ATTACHMENTS** I O MOD 25 SH MOD 25 SH ( 39" x 59") { 39" x 59" ) 17-10 �I EGRESS EGRESS 00op OWNER'S BEDROOM 8'-0" FLAT CLG. V CARPET 1 04 T Eo o? 17-8" is 7'-0" 4'-4" 6'-4" R&S M.C. ----- Pwo1 I ----- 22"x36" 0 13ATH D1 I � ATTIC F-0" LAT CLG. 0 W I l \ ACCESS C RPET TYP. 00 0 '-0" FLAT C� // m �I 00 CARPET) \ N N I \/ I o) I I- - - - - - - - - - - R&S 5 c 2868 CDP PW01 6 D 1 _ o0 00 8 7, TYP. g AH � co 36, 10 S OWER P LID 11 I I R/A LO 3'-8" I 3'ki-_4,' 4--4" -1 1 13 I I awl I 14 I I w, LO 80 15 n ^00 o0 1 o� L FT N o I I Ua I 17 I 8'-0' FLAT CLG. 18 IP l l ARPET u OTA.F. 1/2 WALL CAPPED b� 9'-6" N 1'-10" -4" a 2668 '-0" LATCLG. C RPET M.C. WIC CV �' ti6�� 8'-0" FLAT CLG. CARPET I CD Ito 1� EDROOM 2 _ __ 1 8'-0" FLAT CLG. `� R&S CARPET _777-717 1 11 11 G.T. - - r� - O o LID i9 MOD 25 SH (39"x59") EGRESS 3'-10" 3'-10" T-8" 01 7'-4" 4'-0" 14 i" 1001 in 11._4�� 7r_0�� 01 18'-4" 2nd FLOOR PLAN - UNIT-B 1516 SCALE: A"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATEp ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bl or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp, Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" W uouuuuouoou■■i . . • � . �l�r•r•�our.urroo■r•rr.r.��r • • MASONRY PARTY 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 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S. F. GARAGE 246 S.F. LANAI 108 S. F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C�cr) t� CL` r-- 0 _. .0 i CJN. W c j. tp fj �%'t1�i� N CEO'fu P� �fle S S I ®F� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 4 O co 8 c 0 0 00 N N r (A W Jnl 2 " 0) M it LL C J LL 0 J u u- LL a Lu Z � _°'i It rz � � @9 o N IL41 �2°'°' m ? 00 N Z d �K Z o0 o C13 W Q Z cMv o a Z c N Q � � a N M �N z a _ o 4--� LU U 0 W a (D- t/1 un U W J mks L 3 U = • c � ri Q N 8f o Z Z CID MZ wo >o E Wo k® 0 V < 00 �V Z ~ o16 oz O a~p aZ O <o �w J L ¢o m0 0 Z C Z, W a) J ¢ ° z 0Z $ate 30 W a E �w yLL s3 z �~ o w� �_ a� rt za c o r > d' 0 �_ E �- r CID M a- - 4 Lf� U (a/ � O _ O E _ N Ln CD 0 © N N -" 6 E � N z Z E a @ E c o CD a_ U Q p JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET NO. 4 2nd FLOOR PLAN - UNIT-B 1516 SCALE: A"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATEp ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bl or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp, Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" W uouuuuouoou■■i . . • � . �l�r•r•�our.urroo■r•rr.r.��r • • MASONRY PARTY 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 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S. F. GARAGE 246 S.F. LANAI 108 S. F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C�cr) t� CL` r-- 0 _. .0 i CJN. W c j. tp fj �%'t1�i� N CEO'fu P� �fle S S I ®F� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 4 O co 8 c 0 0 00 N N r (A W Jnl 2 " 0) M it LL C J LL 0 J u u- LL a Lu Z � _°'i It rz � � @9 o N IL41 �2°'°' m ? 00 N Z d �K Z o0 o C13 W Q Z cMv o a Z c N Q � � a N M �N z a _ o 4--� LU U 0 W a (D- t/1 un U W J mks L 3 U = • c � ri Q N 8f o Z Z CID MZ wo >o E Wo k® 0 V < 00 �V Z ~ o16 oz O a~p aZ O <o �w J L ¢o m0 0 Z C Z, W a) J ¢ ° z 0Z $ate 30 W a E �w yLL s3 z �~ o w� �_ a� rt za c o r > d' 0 �_ E �- r CID M a- - 4 Lf� U (a/ � O _ O E _ N Ln CD 0 © N N -" 6 E � N z Z E a @ E c o CD a_ U Q p JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET NO. 4 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bl or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp, Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" W uouuuuouoou■■i . . • � . �l�r•r•�our.urroo■r•rr.r.��r • • MASONRY PARTY 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 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S. F. GARAGE 246 S.F. LANAI 108 S. F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C�cr) t� CL` r-- 0 _. .0 i CJN. W c j. tp fj �%'t1�i� N CEO'fu P� �fle S S I ®F� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 4 O co 8 c 0 0 00 N N r (A W Jnl 2 " 0) M it LL C J LL 0 J u u- LL a Lu Z � _°'i It rz � � @9 o N IL41 �2°'°' m ? 00 N Z d �K Z o0 o C13 W Q Z cMv o a Z c N Q � � a N M �N z a _ o 4--� LU U 0 W a (D- t/1 un U W J mks L 3 U = • c � ri Q N 8f o Z Z CID MZ wo >o E Wo k® 0 V < 00 �V Z ~ o16 oz O a~p aZ O <o �w J L ¢o m0 0 Z C Z, W a) J ¢ ° z 0Z $ate 30 W a E �w yLL s3 z �~ o w� �_ a� rt za c o r > d' 0 �_ E �- r CID M a- - 4 Lf� U (a/ � O _ O E _ N Ln CD 0 © N N -" 6 E � N z Z E a @ E c o CD a_ U Q p JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET NO. 4 q F_ STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =1 U-8 3/4" TOTAL RUN = 14'-2" t 10 3/4" PLYWOOD Cl) DECKING F. FL. IIT OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = 1'-0" 18 17 16 �\ 15 14 0 60 42" KNEE WALL WITH 1x8 CAP & CASING (AT2nd FLOOR ONLY) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X252 S.H. 13 20X38J 182X374 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 62 2 S.H. 16 20X72 184X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 a 26 x 37 1 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1115 274X63 26X621/2 S,H. 1116 274X72 26X711/2 S.H. 22 37JX26 362X251/2 S.H. 23 37 J X 38 J 36 2 X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37JX63 364X621/2 S.H. 26 374X72 362X711/2 S,H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54X26 522X252 S.H. 33 54 X 38 J 52 2 X 37 J S.H. 34 54 X 50 J 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 712 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL, \ 13 \\ 12 11 CON HANDT. 10 RAIL 9 8 7 6 5 2x STRINGERS 4 F. FL. U )- I J _�_ ( Li \ -21 TYP. STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9114" 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 F. FL, l DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 3" FROM EA.. END. HANDRAIL AND HANDRAIL DETAIL SCALE: 3" =1'-O" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c Cr 1 VERIFY AC PAD LOCATION OF A/C PAD HB 1 AW' RFV 10 1 90 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. IM OUTDOOR LIVING M. 0 9'-4" CLG. A.F.F. o ip CONCRETE '-0" 16'-8" 3'-10" 3'-10" 2'-8" � o 6068 SGD `� ~ co OF124S6 ----- I BF REF I CO I � I 8'-3" S-2" 6'�7- 1 00 O DINING N KITCHEN W I l N 9'-4" FLAT CLG. 'T 9'-4" FLAT CLG. z ID TILE TILE < I o? I SINK w/ I o? D/W DISPOSAL I in I O O r---� FLRG. LINE -------- - 2x8 WALL 6'-0" 8'-4" 3'-8" o 16" CNTR. AT 42" = A.F.F. 1/2 WALL y (D CAPPED r XA r II UP 2 `�' i 3 M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET eo 14'-0" _ " 7 00 o CO 9 PW01 D1 10 _ GG 11 TYP. S3 12 2x6 WALL LO 7'-0" 2'-8" 4'-4" o - - - F_ rn 50 CO *NO UPLIFT* - �O PW01 FLRG. LINE Q Z- dPWR. D1 S4 2 VV-VV-f�-� I N N Ioa H1 N _��" u_ TILE TYP. FOYER N 9'-4" FLAT CLG. 2868 _ TILE 00 q 00 00 F EDGE OF SLAB 2" � io CO 9'-4" `r BEYOND WALL N W.H. T.O.M. `r -1 7'-4" O 2'-6" m 3068 BUILDER TO 16 PROVIDE O APPLIANCE PROTECTION WHEN REQUIRED PER 2'-0" 4'-8" FBC 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE C? 9'-4" CLG. A.F.F. - CONCRETE L OP T � N r---------------- in I �C5 I I I 0? 1 I 10 �' I I 00 p j TYP. @ 60 j 0 in I GARAGE I I I K I I S4OP I N CV N ® 01-71 rrA0Af-_= nnno 8,41 O 1ST FLOOR PLAN -UNIT-C 1624 SCALE: y"=V-0" F * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** 2ND FLOOR PLAN -UNIT-C 1624 SCALE: &=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" +29.7 / -32.2 Q +29.7 / -39.7 O +28.3 / -30.8 UD +28.3 / -37.0 �E +26.6 / -29.1 (F +26.6 / -33.5 GC� SEE SN SHEET"'E SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE,PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp, Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND ......................... uoo•uo•u•uuu•u-I . • rurrr.r.r,orr.nraurr•uunl • • 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 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 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) ®G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. tr, ` pt9 � i.:a_. CL. LO 1� cci C r- r 4 U s V SrCC vP" co -30 O `. O (; U , ` m v �o�SStO1 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 b, ;= 0 g s O " W (0 V � N N 0 N N � M Q JLLLL � u. a Z - o a Y t6 C - 2 O O .fit-- ?j � mN� O LLW co of Z rLo N Z ¢ - OU Z N W F1 n M z � o o z � z o � J- � li') N N z a c9 0 V � O w 8 L/) 0:: �.91 N U w J _ = E � 3 z� U o c U) �Q N 0 oCD W Cl) Z LL_ E 4E E �La Q N ?® V N a= w0 Qo �o q 6F Up O o� N i az woo Ww i (n C ^ ¢o z . Y 0 mf Mo Z QCI CA JZ QW Q I Q . M W LL 4z J O a w o W U >� 3� �G _' � C:)w¢ O MJ Co za a 0F 3 0 0 > d. I~ ai m N C� co E r CO O �" Y Lr> �--- in L (7 CD r � CD60 � N LN CD Q CD N Zo < LA-) op L E c ° Z N Z :3O iri E O v cc a. E U _J Q p _J JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 5 1st FLOOR BUILDING PLAN SCALE: %s'=T-0" F /• 11� r � r?` `� a � � t 01 WAj o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M�t o (i w 6 rn m n 0 c0 a) N vi C-" # ei M V 2 � LL r N S J J LL K 52 w LL w a Z0 LL (4 9 Q {i j NNE W in a' 0 M m w ILof Z °� Z a � � �Mn N V Z Cj U V O W DED C9 (D <' � z M O z 4 Q J — N . ^ M v I ,Vz,^^ O Cn W m 0 W o N f6 F— in U W J E z J S Lac d) U O H Q N O m N m 14I O � W M 09 Z 1 U- ' o0 ZN Z® 4 OU �� MO oa 00 (0 F— O a~ S Z 0� W W N F 0 ¢ rr J w (Q o z WY m0 M m O Oz YZ z J gw Fw 00 O Ins 0-LL v < 0 a wW �W '7 o w w< �� V4• 5 aF C N m cc 0 CV CC> ,.Q E "v— (0 O r 00r E CN O +-+ d N N Cfl CID L0 —" O M m Z c O Ncc E0 Z to J JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 6 2nd FLOOR BUILDING PLAN SCALE: ''J O N 00 tJJ � r ate'` °.��°° '•. itz coo- o• 0 • U r .°�. 0. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W t, E a o co 8 0 v y N 0m'D'0 0 co c+o a)N .- ti '2 cNM C LL ai C -r LL LL Lu LJ. 555 `n -JCo W z - TJ ¢ Y (6 C0 0 9 ,tea N � O IN 0 n r UMZ N M Z ¢ J J IL Z OU W ©❑ Z N co O pIR z W QNN z O Q a J d � — N M O 4-LL Cn W � V O W g w. ® W �- E L N U o � • Y C- W C'7 Z U- ca 8 FOV y g0 o Qo Z on: Co _ O a 00 a N¢Z %o W W N C zQ or U ym 'O oz Z Cn N J QW zo C¢a F_ 3 O Jz Y < ¢ c� � � O v OR ° 3 c �° T ui rn N CC> C� T C.6 T— cc O LS'Do o m Lip O �i 00 E CD 04 I— CD C) C � 0 G� < (0 r 00 � j o Z Z N E � t6 c c a E Qj U ¢ p JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 7 t x. Irr r nnnl�m�n^rmnmmmntmrnnnr'rrrtrnras"nl �-t°r �niirrrrnTTI-T- 7-777"IM" MMM 9" I It O B KEYSTONE DETAIL SCALE: 1/2"=1'-0" A WATER TABLE DETAIL SCALE: 1/2"=1'-0" 12 4.01— 1 —2 14.0 20" LOUVER PP- 9Pi —•.W.W�WW.ri.r.Wr.r...r..�.-.rn.��.W.�y..r_ �nr..r..•..r.rr ��1�� - '0 0 1� ■■■ 1 1 i ■■■ 1 1 ■■■ ■■■ 0 0 0 0 ■■■ 0 ■■■ 0 0 1 ■■■ 1 1 ■■■ 1 1 ■■■ 1 •... MEN1 1 11 1 1,1 1 1 1 1 l■■ ■■■ 0 ■■■ 0 0 ■■■ �, ■■■ ,0 0 ■■■ 0 ■■■ ■■■ 0 ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■ ■■■ 0 0 ■■■ 0 0 0 ■■■ 0 ■■■ 0 0 ■■■ 0 0 ■■■ ■■■ 0 ■■■ 0 0 ■■■ •• ••MOD25SH MOD 25 SH MOD 25 SH MOD25SHr FINISH MOD 25 SH MOD25SH•• •• •• •• • �iTp�iTiTi��TiT��Ti=�• r r iiTOQi•Ti��Qi�'i=O�?rT.`r TEXTURED FINISH TEXTURED FINISK-Aft NMI IMIMI IMIMI IMIMI E-17MEM101 NINON 101MIMIMI IMIMIMIMI Mimi 10101NIM! 11 i Mimi IMMIMI IMIM101 Mimi T.O.F I MINIME Mimi loin 11 UNIT I UNIT FRONT ELEVATION. SCALE: 3/16" = 1'-0" REAR ELEVATION SCALE: 3/16" = 1'-0" T.O.P I co 'Y 0 ._ R, ° ° r •��•. " "• FL 0 e� ........... 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. a o C$ (V p N�°�oa N O yp LL 'Vi C J LL W W o O E :`E! (O N (b cp� m y i � N Z d J LLW N OU z N M O � z M (D Z � ct: J — —N C1 V) ;;I -a v � o +-J W O w o N c �N (� F- rn W LU ElfN U II3 I Co Co z� —® Q N o co w z o z � oo 0 E t- CILKo 0U a,O O Eas O¢ " �z �04 �+ 20 n' z m� O cq C o U m O z Cn J ¢w Q W zz ao W U w o yLL N~ I <a =3 00 co yo a C o ui rn 12 E CO �— co O M 1i Se � � � C m O co E O �T- N CN Ltt � 0 � rn c° r 06 � a Z E O N l6 C a E a d? U 0 ¢ p c JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 8 LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION SCALE: 3/16" =1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. 11703.7.1 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"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" Q.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 wails shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 :` rr W �o Icyl C 01 0 f W \ i , V �.•'''1SE 'OL © . 0�i �\ Ott#3#aC,ti�,r`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 N 4 o 0 N N " 00 In N � dJ MQ zsS � LL Ii W 5 JLL S n. L t4 p W 0 co 0 m J U M ZIL a N OU V Z W ❑ ❑ 23 z o z a a N - N Cn zca (D o N Ora W g 0 IV) W q C N W s z��- U o c a • �0 Q N o W e crT E o _ w�a o° � q CL E 0 �1 10 z® �a 0 _ E � a p ¢Z '0'O WW N L ¢o m0 o rp cj C _ o U o� Z Zrn J m ¢ ° Q W z rn 0 a =w W <o �G o <a �o o �w 0x 01 o �.-.. d' T m C c6 E d- _ �— cQ CD O CL r C: m oQ E 0 s-- N CV c � CD N Gcoi') (D LO OQ E c Q Z Z O E y C d U w C JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 9 GA FILE NO. ASW t)8111 PROPRIETARY* 2HOUR. 65 to 69:STC L FIRE L�UI IIFHy WILTI PVVVIP\ r 14. 11IV IId.71111 IV tf 11 o111 VALW Iu IV UIt: bUI IdL:u of the exterior wall finish. PROVIDE 2x BLOCKING W/ (2) 12d SOUND NAILS EA. END BETWEEN Approved flashings shall be installed at the following locations. TRUSSES GYPSUM PANEL PRODUCTS, STEEL H STUDS • Exterior window/door openings. 4'-0" FROM SEPARATION WALL. Two layers 1' x24" proprietary type x.gypsum panels Inserted between floor and celling runners with steel H stud between adjacent pairs of gypsum panels. � • Intersection of chimneys or other masonry construction with SOLID BLOCKING BETWEEN C (/4' r,� , ; A.�� frame walls. TRUSSES BOTTOM SIDE OF m A 3t4" minimum air space must be maintained between steel components and _ - - - ' • Under and at the ends of mason wood or metal copings masonry,PLYWOOD. BLOCK MUST BE adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air spans, tine steel components are covered warn e" wide battens 0 112" and sills. "PITCH CUT" (SEE ELEVATIONS) type x gypsum wallboard or full sheets of 112" type X gypsum w tyallboard - - -- - • Continuously above all projecting wood trim. TO PROVIDE AS MUCH CONTACT screw attached to thesteelcomponents, Y Y • Where exterior porches, decks or stairs attach to a wall or AS POSSIBLE TO UNDER SIDE Sound tested with 2 x 4 stud, wall faced with 1/2" regular gypsum wallboard each 'X floor assembly of wood -frame construction. OF ROOF DECK. ALL JOINTS side of assembly and 3-1/2" glass fiber in stud space on both sides. Helgfyf8mitation 88fet, i, a _ • At wall and roof intersection. AROUND BLOCKING MUST BE • At Built-in gutters. CAULKED WITH APPROVED FIRE PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2(Fire) CAULKING. 11-T4"(Sound) Attic Ventilation Georgia-Pacific Gypsum LLC............. .,. 1" DensGlass� 5haftllner Approx. Weght: 9-5pef FveYest WH1495.129Q,11-15.94; Attic Ventilation to be in compliance with the Florida Building Code 7th Edition SEE PLAN W1546; , PROFILE OF ROOF TRUSS TOP OF PLATE WHI49ITS -12Kgn WHI4951295 31595, WHI49"743&0744, - _ BEYOND FIRE CAULK EDGES - 1-28 & 30- .. - _ _ AT EACH SIDE ITsalso>#14c°ca°°z _ .. _ .. - _ - _ ROOF SHEATHING TYP. U _ - _ = _ = 2x6 S-1 -04, Design115, e 18 04, UL Design U373 - „ TYPE ' S MORTAR Sound Test: RALTL10491,s-31-10 _ - - _ _ SUB -FASCIA - (TYP ) NINE EXTEND THE (2) LAYERS - OF 1" THICK USG GYP. - - - DBL. 1x PT NAILER WALLBD. LINER PANELS 7 OF 2-HR. WALL INTO 1/2" GYP. WB. 8" CONC. BLOCK CLASSIFICATION D-2 SOFFIT AREA PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SO. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 1 276.0 Upper Floor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 1Thermasheath-311, 1 1 Hour Separation Wall rmasheath-W, "ECOMAXti", 2 2 Hour Fire Resistant Soffit SCALE:3/4"=V-0" ermax. ught Duty{nsulatl6n,Thermax Heavy Dutyinsulaiion,:. *REFER TO STRUCTURAL DETAILS FOR ion, Thermax ci Exterior Insulation, Thermax XARMORci' er Panel, Thermax Heavy Duty plus (HDP) and TUFF-Rm ci NON -VENTED SOFFIT NON -VENTED SOFFIT SCALE: 3/4"=1''0" ADDITIONAL INFORMATION. NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT - NON -VENTED SOFFIT NON -VENTED SOFFIT am thickdelyi5yanuoteeomp6sitef9aed.Plastia�nsulatron NON -VENTED SOFFIT SOFFITGI", "Thermaease-GT' SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT top 1NON-VENTED 1 1NON-VENTED SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR NON -VENTED SOFFIT an mark forlericdiction• employing the UL or WL.Certg6ation a), respectively: 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-O" INFORMATION ON FIRE 4'-O" 4' 0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0' BLOCKING @EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE OF 2 2 2 r/z 2 wz' 2 2 I c� 4:12 'U C4 C / 1 Nr �= rN `t � H N- �= 4:12 PITCH PITC J eel 00 00, OF I r = N = N = N_ 2 N_ = CV 2 CV S C-4 = I ey F-- ' t H -,::I-F_ r1 H t_ FE I I PW01 PW01 PW01 PW01 APW01 RW01 PW01 D1 D1 D1 D1 D1 D1 D1 I FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT I PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION, PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. I DO NOT BREACH DO NOT BREACH DO NOT BREACH „� DO NOT BREACH _ DO NOT BREACH DO NOT BREACH I g 4' OFF RIDGE VENT 4' OFF RIDGE VENT ® ® 4' OFF RIDGE VENT 4' OFF RIDGE VENT ® 4' OFF RIDGE VENT 4' OFF RIDGE VENT ® ® 4' OFF RIDGE VENT 4' OFF RIDGEVENT ® ® 4' OFF RIDGE VENT 4' OFF RIDGE VENT ® ® 4' OFF RIDGE VENT 4' OFF RIDGE VENT ® ® 0 I 4:12 00 II 1 PITCH 101, 4:12 PITCHOF ( � I 00 le Ir it LL I I I r OOF I I 000' et a I I cf L1 �tOF 110, r� 4:12 4:12 I PITCH PITCH'oer I ---.— — or — A 4:12 OF 4:12 --- I I PITCHOF PITCH I 4:12 J� 4:12 I I PITCH PITCH I 4:12 4:12 1 or A1 4:12 4:12 ITCH = 2 N PIT I� 4:12 — — 4:12 4:12 — 4� PITCH �, 2 �, PITCH oe PITCH PITCH I I PITCH I I PITCH I a a I —) 1 L---- ----_J 1 L---- ---- ---- 2 2 FIRE RESISTANT I I SEE DETAIL 55/D-1 FOR ( 1 I SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR PLYWOOD LOCATION. INFORMATION ON FIRE FIRE RESISTANT INFORMATION ON FIRE INFORMATION ON FIRE PLYWOOD LOCATION. INFORMATION ON FIRE INFORMATION ON FIRE PLYWOOD LOCATION. INFORMATION ON FIRE INFORMATION ON FIRE DO NOT BREACH BLOCKING @ EAVE 2 DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE PLYWOOD LOCATION. 2 BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH 2 BLOCKING @EAVE BLOCKING @ EAVE NON -VENTED Do NOT BREACH NON -VENTED NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT S; O per. O M (L` U_ i1 U Q? Y o_.Q ' c Cc0 Y � � S _ 7 .bJ �.' •TVi 71 f^, ��i1�1111�8fJ£ �. P'; • NS E '•• • '•� °°?/•s ��J c at00- �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. 9) W d E g o o� N p � O t31 f0 � 0 2 N <'n r-- �'v `0 Qj MCD V LL = J uuJ J LOLL 5 a a LL (Q O9 W Z' m Lu ° ILW �g"6) Z L0 v z co z N OU W 0 1J M c- 7 z �Np O Z z a N c7 to z v 0 � W � Il O —� p Wcli U W J z=s U o 00 I -to ¢ N 14 o w M o 14 Q_ E ' _� � mp R a = ❑a U (4 ¢0 a U O � RcVi OQ a V O OU Jd, a z N z wo Z �w d i �C <z =�ZLL "m ma Z N to J ¢atl ace �z U a V w W ¢p 1-- 'S = o r > d. E' �-� 0 E ,— c O t M 0- i� Ln � o c m o 00 E N Ln Q r ono U W 6 Z ca E O N a U 1 Q p � JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 10 LC Vl1 Cfl LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-0" SYMETRICAL PROVIDE HUS26 HANGER @ EACH TRUSS TYP, TO LEDGER UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 1Od x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -1 Od 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 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - FM1320/3235 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT- M 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Old x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 2) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 1 Od SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY -ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. a NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS RSH IENGINEERED 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) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n I 2r 3 3e 3r a=oft 10 HIP -35.94 49.57 -49.57 1 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or f V32" EXP. 1 (3�/s) TILE: 15/32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1 /32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] o Cn ' CIO 0 r vG ti Co : a X, 0 • ;a °1\llbliiBflfi�rry, OVVIV N,Itr ••' Q) 46��r° LU ) tszsfrjRrO(Si t1I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W oE a s o ,a V N 0 N r- CO w 0 :t- Lo5 Lb m a m 0 # L,a =� LL W J LL W o Z co c .r-�Co � o O: ' 'rp CV Cfl O W C/)tc^p�01 oo LS IL IL Z co NZ ¢ N O UJ O - Z L)W ❑ ❑ M z CO Cl) o g z Mims o Q J Ci- 4A N z M lL �T N O� W R ul V1 � UO6 (� I— i'n U � . olti, =10 W J oil 3 00 Q N 00CD co w co co z3 z z LL E D O Q fl_ E u z® w" 00 i- o E N XU dF z pU &� d2 L wO Q ¢W N . U mm m 2 0 Z W J � ¢w �z CL W w C) w d2 o w� �0 �o mi o to I_ o r cc I— cc N I� T 1 E to T co CD O N � o .2 LO O 0o CD 0 N d4 to r N Z Z O N E E c c a. E •- ui U Q p JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. F_ ROOF FRAMING PLAN. SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W. BOLTS TO CM & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" 52 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 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 wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 32) 1BD INKERS & (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 10-1Od SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER, REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 192' OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 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] a=4ft AREA ROOF 1 2e 2n 2r I3I 3e I3r HIP -35,94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 16" EXP. 1 CY16) or 1 32' EXP. 1 t3�116) TILE: 1% ' EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 I U (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .420") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" Q.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE, a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] r co C P M 1-t �- � IV; c C r;v 0 d 111111,1 l l l lili0p j �kSEL�°� Q JO •. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) IW" a o E o c' 8 0 N 0 w 0 �1 O n W *5 Lo N � N U) ^ r- L m0 qtu a c -r U- w CoU_ w o Z o WO IN mNco- O ��Oj°� �. IL LL m w L N Z Q ce) Z N O U U uVi W El El L N M O p Z Z r Q J d � N M N 'f0O (D``Znn O a---J C1y w W Um Ow o �V) i6 = 3 t— u] U w m 1 J E W z� N U N < o o M M o w Z LL E u zo � p tz . ¢� @ 20. oa �o °z Z o CV i .z wo wZ tt� " to Wy U O OLL Z (Nn Whm QW �ZO N son 0 C 2 �w W �7 =� o J w� _ � 0 a V' z ¢ �U 'S C ° T ;n d' I— cc 0 CJD '\ CD T T c O M CL Y ILn v m LO O 00 CD 04 U-) a--+ N Q C\1 CO O E ELO o (6 O N z E E E `m 0 U 9 Q ❑ -� JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 12 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY L DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER FEFw.P. WEATHERPROOF DUPLEX OUTLET tt�G 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 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX } O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS --� TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;Q P. EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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 ]M ELECTRIC METER awl PANEL —� DISCONNECT SWITCH 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 3" VTR 3" VTR AIL JIC. I I I I I I I --I I OPT. I I I I LAV LAV j I HANSON I BOX I I i ` W/C LAV SHOWER til TUB/ W/C SHOWER -� 3rr \'end F, fi�R STUDOR VENT DBL SINK W/ D, SP. 2" LAV W/C err r PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS I AMPS: 133 PROVIDE 150 AMP SERVICE )ptional Overhead Service 200A tame As Underground Indoor Panel 50 Or 200 Amp Service Center P I NEMA1 200 AMP n Tco n." ni 1 �0-200 AMP I I T /-Serial Cable Power Co. Feed --\ 1-1 Lit— #4 Solid COPPER Ground 11 Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart typical 150-200 Amp Electrical Riser Diagram TOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF 'HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY O - OUTDOORLIVING INSTALL LIGHT �`��> ROUGH -IN FOR OPT. FAN/LIGHT GFI rrn DISCONNECT dbGFI DEDICATED jGFI RECEPTACLE FOR MICROWAVE I RANGE HOOD PER DINING I SPECS IP KITCHEN) 1 171 I FI I 0 rSaFJ--� _� --- GFI 6 --- SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M �� II I I GREAT ROOM /,>ROUGH -IN\ FOR OPT. CH f FAN/LIGHT' I r I ' UPSTAIRS - FOYER I G O GFI @ 44" W.H. _- A.F.F. ` 0 / I I I ENtRY I WPDB I GARAG E LIGHT AS FI I I PER SPECS GARAGE LIGHT AS PER SPECS _ GARAGE DOOR GFI Ii--------------- — 1 I I I i � W� Ip z I I�Q i IVa I LU Imo ¢ I �OCr wILL ICU I I> I W I > _j 1> w F COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL — UNIT —A 1532 SCALE: Y4'=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL — UNIT -A 1532 SCALE: Y"=1'-0" cD O ti0 �, tFDi'� ® - t U4 '0. >r r C-) i I �' 3 ;1y ;• ti ,� �� _5 >_ ,0 f N N 0 m 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) � E o vQ) 0 1�8 i�m0� - 00 H th in�ti N Q M v 3 u_ � w __j-a Z 13 =a a- S2 =Yn Co N Z ILLLW 11 0 . LO m J J �n N Q C� Z U U) W o0 c ism z N M co o g Va z o � M +-d f6 W V OLU g Vl � U) �(� o �' wig�.r r— E �I 8 = w d = C) o Cl) e Q � ¢ N w Cl) CID2 y � a Z u oaZ® t— rp Xo SOU ZN E fd o ¢ $ w d CO< M g 0 O R� Z J r� 2 N C R �w oa �N go W Q a �W LL w� 7 5 >° o C - zC� d ° 0 o � ai CC> f` ECD cfl d' � o O�--- C: in 00 O O CD _ N COO r 00 ui o Z M Z � E O N a. E 0 2 m Q JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 13 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11, In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 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 O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [Eg PUSH BUTTON SWITCH (OPTIONAL) HB 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" R.F.F. THERMOSTAT �]M ELECTRIC METER a ELECTRIC PANEL Mai DISCONNECT SWITCH %�7 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I � I I LAV � I L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT, LAV ILAV I I W/C SHOWER STUDOR DBL SINK VENT LTJ W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center L M NEMA1 200 AMP TER MA N 1 0-200 A P 1. Serial Cable NEMA 3R Power Co. Feed � j 1#4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS COACH LIGHTS OR PREWIRE AS PER SPECS 0 BE ALIGNED VERTICALLY 1ST ELECTRICAL —UNIT—B 1516 SCALE: A"=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. F— — — — — — — — — — — — — ___1 2ND ELECTRICAL — UNIT—B 1516 SCALE: Ja"=V-0" O co, `5 fi S C: s: y :.y j �y N N 0 N 0 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W aE 0 co a 8 0 Ncb 0 tog r�i 0 ti �M,OzS C J Z is LL LL Lu JLLLL 55 W (L Z m c 9 o W 'cc N tD -�a'm ZLOCl) ZLL ILW m w J 0 O U Z ElI� M to N Z 0 Q z �C J IZ N -- 4 to z N CD ,--, LU � D ', r V) U u' oeo L U t i x� Z III c U) Q N m 0 m o C W CO o Z U_ Q.E � � w- � � z � " ona N O 7 F- C' E X U <r O o � Z N z wo ¢ n, Ww W yam+ L C O Z .Y i mp OLL z Z J ¢ W. �' w og �� Z , go a nw W �LL �3 _Z �¢ =H o IIIIIIIIIII� o to ~ r< a = 0 ?i o f ui C�V cQ r- c O lM r o C m OLEO 00 O r `Ci CN LO o Q O to 4 r 00 a� v Lid m C) o Z Z 3 y E v c @ a E U 0 JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 14 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET :V11q 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 (� RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS -� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �B PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J '7 OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I HANSON { BOX i { LAV 'T\ 3" VTR AIL I I I I I I I I OPT. LAV LAV PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP TER�MAN 1�0-200 AMP I If /—Serial Cable M Power Co. Feed —� Ll I_ #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY O OUTDOOR LIVING INSTALL LIGHTi� ROUGH -IN FOR OPT. / <�fi,> FAN/LIGHT GPI QD QDGFI I DINING KITCHEN 1 I FI l0 GFI d SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /i^ROUGH-IN\ FOR OPT. FAN/LIGHT � I I � W4 EI its �rrrrrrit��Y� NTRY GHT AS 0 ER SPECS f1 1 I � u o �m M I I I I rGF_L C.M 1 UPSTAIRS E @ 4 4" `� �� W.H. A.F .F. ` O `1 1 IGARAGE I` I 1 GARAGE LIGHT AS PER SPECS GARAGE DOOR GF1 --------------- I I J I I Ip Z I IQ a. I I� Q I I� U I 1IM w I 5 u1 COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: Ya"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. 2ND ELECTRICAL - UNIT-C 1624 SCALE: YV=1'-0" 4 ,co N' do j"i 3 U N 0 CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W d E 0 y a I+ N N 6) V ) O `s o N OE" a) 0M C1 w- # LL J a u- N LL a r�i.. m c 13Z —a 0 a Y ca tu = (0 N [fl W (2 of Z N t`~+) Z IL Q Z OU U U) W 11 U CD Z N o z o z o N � /�� M Ul V Q) U' s LL +-, fLi W _ U /^ O W o L✓ U) LORig U � W J r~ co w co o J m E z o Q E t— Rcu 0 0 ' QZ Zg �a W J L (� ¢ o Z4 U .0 F O¢ Z W C) J i 01 r > d. ai c.6 �. O cN nco �+ Y d' o Liz T C m CD 0o E � CD N N LO CD CDC37 c N � CD N < LO 00 LO r— E O o Z CU Z E N E O M c c a- U J Q p J JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 15 METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) PROVIDE A MIN. 12" VERTICA6 SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES ELECTRICAL SERVICE PLAN SCALE: 9/16"=1'-0" r` O C)nC N , c� dos t1- 5„ r � �t��y/ .,. y) N N CJ N N C� CD O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W b, E y ® N r C N r y fUlZl co r S ei N V 25 U LLI J LL LL 5 , V Z0 LU (Q C O O W. � MNf.4 0 O W i IL LL to CP m co Lo N Z Q ZN O6 v U w o0 O (D Z r0 Q AZ � U)Ln N M � n (Dru LU g v 0 tanN cN �u 4 ru LL, oil o ti c w M o z Z¢ U z® Q O u wo z o ¢o ❑¢ w ow N O C � XU D ¢ az U O �U 5 < az C N N i ado ., to tC Nm m� 0 of z N J a� ¢w �z was � � Q 3 o z z go a nw OEM U w� �g ~ F-� OLL z o� O¢ O y0 o N r N m N (7 �-- G6 .� `v CD 0 CV L ° C m O O 00 r LO N CO N O CD N t� c6 ' ^ �i , T N �' C O O 'G z E O N a EO U 0 w Q C J JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 16 ,O °,O° ° jJ° .P O O O O' O ° 8F8-1B/1T 8F8-0B/1T -1 U1161,11, O O O O O O O O 8RF14-1 B/1T 8RF14-0B/1T 8F16-1B/1T 81=16-OB/1T © O © O t ° ° 8RF6-0B/ o 8F20-1B/1T 8F20-0B/1T 8F20-16-2T O O 0 8F24-1B/11T 8F24-0B/1T a) J) �O I 'I rD nD nD 07=<� <ATf(A TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W � 8F16- B/1T H 0 r tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT fic precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8".aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 6tebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. 'In ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D MIN. (1) REQ' 1-1/2" CLEAR 112„ a ° CLEAR o 0 o - � L a .M.U. w C a e W 6o U W C.M.U. ^Op a s GROUT r W w 1 n 5 REBAR AT py0-J o � G BOTTOM OF Q U H D o LINTEL CAVITY o W N ¢ ¢ z <7 L % 5 REBAR AT BOTTOM MIN. REQ'D BOTTOM REINFORCING = F 0 o p (1) PROVIDED IN LINTEL (VARIES) U)LL 0:!� 7-5/8"ACTUAL Val 2ND FLOOR LINTEL PLAN_ 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications IN GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6• Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load — SYMETRICAL I LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION n n n O E I I O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMETRICAL .a -ff,,; d t G°Y C '• - r CyVJAf G �e 1 ,4�a aAnam :Qd ' .'i�ec ;,�st�. e4•ia To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. @l d' E o g C ..R^ Lo o �' oo 'n 9) U) r-- r-. M 04 0 � LL Q � -J LL W IR J 4. �' d LU IS d 2 CIL Z f6 °� 0 fY m n G W °. co CP m J Z - Z� IL � M Z J a04 Z U v uvi W ❑ � M z N o z o N M V z a IGto v � 0 .i- •��y J 0 O w CT o In�� `�__ CD U Iu w � m �... �- E g °� U'o • Q N �� r— (0 W M o� Z Z¢ LJL E zo aZ y� 0® Q .JZ o a 00 SO o O N � 0 Qz .0 Q. 2 Z wz V9 W fa C z Y U 2 mO Z oZ - �o Sw N J a ° Zz 30 Q � oa � a mw <f mE =� _� a¢ o oUJ0 0 }o = VGD' 0 r > d' -17 I— °' N Cfl f� ECD G� r- co O d' CN Y r m E r'-, O _ Cq It o L.i') O CD •.. CU (0 r op ` /4 L J iD T O Q Z M Z 7 y E O N G E N C JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. L 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5EMS 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1, 3, ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1, 2" 1 Y" 34" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" 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 15132" 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 718" 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: 75.1. 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 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, - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. mBust be relmoved beofore exteriorpsoilrtrea mortar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An extpdor vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 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" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. `Wy O cam► L"� S �- co �fi 3 z .•a U .nQ ham'." 05 . Ji ,,.., W wa' „ r,c�.... c� A (1 'j � • � C f 0 F 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 - Resldential 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 W E c:� o 8 N V SO �' G ��,0m 9) 6 to "t $5 4b LL 4 _j L: LL w 55 a .CC.i Z cu o rn a 4 C _0 0, �@N '6' m W )2°IL Z LO mZ a N � Z oo L W 11 El z N M z � 0 z n N M � o 4 -+ LU � R V O w o N ty N ++� c LU J G I i z� tN 44 co M n¢ w z M LPL zo g E oLL �bN Q a 0 ?® oa F- IO g0 00 ZN @ O ¢ �0 wW<-HW � L ,4 o Z �Yo� U m g 0 Z W �z 10ao w� Z =W W U = J Z < � 0 > o IIIIIIIIII� C> 0 0U ' tt ZIQ c o r > d' N C7 � r r, cs� � ,-- co CD p '- o C 'm U') 00 E CD CD CD N GS0 =3 (0 LO 00 Ul ) T• C)N o (9 E E a U 0 Q (i a) JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. SN 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 16GAxl-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 L HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - c� STUB -OUT FOR 1'-0" o 0 0 GAS METER 001 � U O r N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12° @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS *TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + FILL CELL STD. 900 HOOK BOND BEAM w STD. 90° CONT. #5 BAR >I HOOK BAR SIMPS( w/ (22) NAILS 1 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4" max. q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit----7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. required when indicated or 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Under cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in ;vor=20 One 10d box areas=20 of high 64 1 sinker lateral load. T nail each side at bearing, Squash block / (2x4 minimum) l Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking IJsP 3" (1 Nil nails at 6" n.c. v'/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D 2 I (see table below) DO NOT cut, notch or drill flanges 0 ❑ 6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3 8d 14" 2-8d 5-8d BCI 6000s® BC16500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 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 7 - - �)i beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) :III—III—III-1 — Nail with 10-10d nails.1=1 I I=1 I =�_ —1 I I Install tight to top flange. SLEEVE THRU STEM ° ' ' SEE PLAN FOR °• a . • FOUNDATION INFO ° STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADF REINF. SEE PLAN /-vu 1_nmoC 4 t'vu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 i META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A ° ° (WHEN col (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE z •'a. • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d _ d4. d f da G a a d d a a c a SEE FND. PLN. SIZE & REINF. Y � O co cry 0 G �1 -N ) •-.. j l I Ul 0.-* ` UJI z % Fle, "/z 4 IIYOFESSjOV\ ttt0l�'�,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Ili-0 a 8 O N 0 1-- `� �1 �rtit? 2 N ajcNov u a = � u• w w Z s�� a O, Z$• L_ + Oi FNO Z L N Z 4 umnWW�pj6' m w ,n N VZ OU U O ❑❑ WCD co V z N M o z � � M to zCz 0 f13 LLI a �Fa V W o N Cq LU J I I WENt c Cn ¢Co �0 o M o3 w Z a U N E � O zo -ip s0 "¢¢'j yN <n <e — O E X 0 �� Wa 0 00 H ZCIL N o ao W. Ww L M (� C - C Z .y 0 m 0 o Oz Z , Z (%� N U) J m a Q W Z Z Z go oa a& �a C:) QY �0 CD z�Q 01 ° o T— .L T CU N cX> E co d- _ cc O N Lc'j o C m LO O V 00 E CDT_ N LO CD I N Cs� C37 ck) E LLB r� o CU z E 0 N c`u a a °3 E v U _ c JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET NO. S N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1Y-0" (13302.11) FOR UNDERLAYMENT 16d TOENAILS T & B \2:10 REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER c ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM - --I - - m I -I - -I1 i- 9 D7158-CLASS G or H, or ASTM I-T �-- I —I l f—�ITj �- �-ffT-1 -I o • I �TI� D3161-CLASS F, IN ACCORDANCE w/ TABLE�I R905.2.6.1, FLORIDA BUILDING1(- CODE 7TH EDITION (2020) 8° RESIDENTIAL � ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL, w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" I S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" Q.C. 1/2" GYPSUM WALLBOARD-,--1 U.N.O. #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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W °- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE N D - 00 6 MIL VAPOR - o -I = z - BARRIER C4 COMP. SOIL. 3 (COMPACTED TO 95% I MODIFIED PROCTOR I I I ASTM D1557) 3" MIN. CLR. #5 CHAT(1 REBAR CONT. ON 3"CHAIRS T-4" STORY) TYP. STD. 90 HOOK SEE U.N.O.RS 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3!4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14, O.H.D. RECESS d PAVERS z' z 717 4 I �' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS �•1 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"= V-0" 7V i 7V i iV i 1V I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.G. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE} S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" 11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 518"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD @ 24" O.C. ) SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. 11W O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS /2„ �°1.4 x W1.4 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �,/6x6W OR FIBERMESH ELEV. -0 -31/2" — 3 A.F.F. o ° 04 � - , ° • . ° �1/2 "(min. o ° 7 — —1=T=11 r'331/2"(min.)-4„ � -III-TI= ° � I _ r �-y'� .7, I- I I IC I (2) #5 CONT. 4„-�'Tr-' 8,- (2) #5 CONT. 4, -I t� �[t�-`' g„ U,N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP P SHEARWALL C TYPICAL BEARING WALL @ STEPrc C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING ecs' I\V NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �co��Nuo 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1 I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR ;y I #5 VERT. IN FILLED CELL INTERVALS 10'-0VALE(R302N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER p� 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "o ",, „a METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. I 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR I 3500#, MIN. TENSION 2600# *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR I I 2X PT PLATE #5 REINFORCING w/ 10 10d NAILS _ SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM F6 x 6 W1.4 x W1.4 ` ( ) WEEP SCREED INSTALLED �,P 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w r , ' I GRADE - T _ ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] a m =LI I=1 I i—III 11=T=1 I —�� MONO OR STEMWALL ? Cl)- - - o • 25" MIN. LAP [30" MIN. LAP] 4 FOOTING MONO SHOWN p p G u I I p o \ . ° - - ' ;,I �1 I I=� ° ° I I( i =11 III; I FOR CLARITY o 6 MIL VAPOR BARRIER -�Tf -T- I - III-1 I III= =1 1=1 ! III I=1 =1 'r= I ' 11=1TI=III=: #5 REINFORCING BAR R 17/s 11= I I I F-l_TI�fTH I I r z T p III=I11 1��; !II �I�I I{I ? 1 i—tl� r #5LAP SPLICE -'I II� 111=—��If I —II III *FOR BEARING WALL - - == I - I=! I= ( I r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY -i = -I -! - I-i 95% MODIFIED PROCTOR ASTM -i I I1 I! - D1557) -I , rr1 (m rrir t i>Tr-�� F L_._ I _III_ I! -III_ III III I_ L__I-_I 1_ 4 1-4 i'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" d ° d GRADE 00 — — — ° • r 3-il) -.- .I I I -T* #5 REBAR w/ OPT. =SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' _ Mir�1� TI � 0?r SEEA/S3ORJ/S6--� -1I III�,tI , t I ►tt: FOR REINF. INFO. 3" MIN, CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD, 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" Q.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � A 00 C E_ — M 6 MIL VAPOR = - P- BARRIERi (2) #5 CONT. - I I I I , , , i .1 , , I - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 1 1\,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 _ a AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR - LAYOUT DESIGN .. + -}'(T -jT"[ TOP OF BEAM IV& •' ° e 11 err IT HTS20 SEE ROOF PLAN FOR STRUCTURAL :- d c c — —d °. TH I� i rLl r d M (2) _ �, 47 :. I - E BEAM SIZE & CONNECTION INFO M, t ° -.4a � _Via IP.T. 2x4 #2 SYP P RAMING w/ - - I — r - - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8.1 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=i'-0" S3 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE I COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. � MASONRY WALL AND GARAGE & 1801 PAD FOOTINGATTACHMENTS I I �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8 „ MASONRY WALL I I I W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS C� TO FOUNDATION PAD _ ---INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. N ' ON FLOOR PLAN w SIZE VARIES PER PLAN M - CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS 00 GRADE a _ > FILLED SOLID (SEE PLAN FOR - _= _ _ - _ �_ :E = 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) __ I i 1 • 1' 11 !=i I- 0 � ; I !E a WWF OR FIBERMESH d' a F- wLU O CL (A i�li a ill it l z ° a BRICK PAVERS or SLAB PER 0 0 =1, I- • •�, • a� _,-Z _ _ :{ I =1 I �I I �I I �I I I I Ili K 0'-0" FIN. FLR. _ — _ _ - COMMUNITY SPECS =� =1 III=1 I I -III I I i 1= _ w �i 1 i I I =1 I I_I I-i I =1 i I i i-11 11 F, FOOTING v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0° S3 PAD REINFORCEMENCLEARANCE :.4 TION (SEE SCHEDULE) FOOTING WIDTH OOQOJC , ��OQO.�O -- -- %`�`o`. .SEE SCHEDULE TAPERED COLUMN FRAMING �C�Dl 2 PATIO COLUMN FTG. DETAIL KN C� -1 v � f N 0 a ,'��'��b�se�ll�t�ll8 :�'A a 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. 0 W E Q O M N 0 to co N rn��°�- a ��v zz5zS � LL J 5 �1� C a V J LL LL S — -o a Z W, @N� O z cq Ci ¢ ILWin �` °' m coIn Z ~ 1— N OU Z W M � N o OMIRM z c - a N M VI 0 � U 0 LIJ � = 2 �� =::) U W J � s _ � m z�- y as x,o N C� c � M �¢ o W Z Z Q wx� o� Z® Z IT — N o ` a z oa S o mCn Cn Y 0 Z coJ 9U 4g p¢ Z W 3 �2 ngz, 0o �z Jz a< �r �o a0 r CO 7 z w� la o 3 o r L ci rn c� n *- CD O M 0+ Y T C m CD CD 00 � � CN F-- .:3 0 NCD O N LO 00 E E t O ? Ni t-- O Z Z E O m E a V Q Co JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/ 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)--� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2xTOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEELAND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM `j INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1 /4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 7-7 TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO �TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED —� SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d U11. . V - 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.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN CL DOOR OPENING DOOR OPENING IL ❑ ❑EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑Fol ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D SLI SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a n e d- c c a 8 STD. 90 HOOK 8"" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r/ o 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 SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF ....,. GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. 4 a a MOUNTING B/ POURED CONCRETE BASE FOR BOTTOM OF TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8 88" 41 " 34" 6 3/4" 10" 31/2"- Sic ��Ilzvq'D'401 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Old x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE OOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 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"10" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o 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. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d \ �� NAILS AT EACH STUD y/ 1/2 EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS U. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL F /8"I "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2' P SIMPSON SP4 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' AS„SPLICE STAGGERED N ATTACH ALL -' EXTERIOR STUDS W/ 1A 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON ( P.T. -ATE C �Innr��ly �r4 SP2 SIMPSON 101 ST M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING / SIMPSON / SP4 / SIMPSON SP1 SIMPSON SP4 c 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 —1 SP2 —I 5/8"x10" "I BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 L" \-NAILED INTO j TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END TW U J� 2x TOP PLATE CC G U5 V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) 3 (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I.&NUT OXIED A.T.R. 1 & NUT OXIED A.T.R. t & NUT C* ROOF TRUSS ABOVE % 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAI S @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERE D TRANSOM FRAMING 0 0 BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) ISHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM 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 f M G 0- 0' at y f.L.' �- �" O %J) S I d. 0 V"d,�s �jE� .,� • N Cr •' c \ F V_ w FESSNO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2026 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W - E 0 8 N C N 6? A r O N � ti ei J LL 6m"t Q J 1, W a.m t9 c m E 9 O o W �Co J Q Z "Cl) ILW Z a OU o DO V M � Z N M z a N z o 0 Q) 0 o w -6 O—� w � Ul c I— rn U w � wigs = w U o N ° co �w MZ a u m E as Qs ° H= z® °x !— O Ko i¢ 00 �¢ N L ¢o ww w J d Z2 z m O OLL Jj ZZ t�i ? N ¢� W p� S O v W <Z wLL g dZ =H ~E O Jz w� ;F z¢ a o T u1 I ci N c� f C7 0 � m 0 00 E O N LO F-- +-+ O N co ::? < co �7 ui E = o z m z m N E ro ` a E U Q pm JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET NO. SIMPSON HGAMV w! (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 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 1 O/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 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO ' RIDGE FASTENED AT @8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO • SILL 1/2 CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. 'X BLOCKING 7/16" OSB SHEATHING END 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 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGGEE S AND 12" O.C. FIELD INTO 2"x6" P T PLATE 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 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND DETAIL SCHEDULE FOR SHEATHING 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 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 4$" 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 !71 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 FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES �:2x4'7" ON TOP OF PANEL @ 1/2"8 J BOLT 48 0 C (2)16d NAILS INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xi 1/2" SDS SCREWS TO @ 48" O.C. I I I BLOCKING, FASTEN WITH O SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1!4"x3"SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM !71 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 FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES �:2x4'7" ON TOP OF PANEL @ 1/2"8 J BOLT 48 0 C (2)16d NAILS INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xi 1/2" SDS SCREWS TO @ 48" O.C. I I I BLOCKING, FASTEN WITH O SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1!4"x3"SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/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)1Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS). ON SHEET S5 FOR - - X-BRACING, AND TOP r `o SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING Ix INFORMATION `° '� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 11 " (2)16d NAILS `� e0 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF . RIDGE FASTENED AT BOTT. CHORD FOR 4 10dEACH JOINT w! (3) TRUSS SPANS NAILS & (@ EA.10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT r 2x4 PANEL BLOCKING (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 @ 48" 0/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 R 0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM OWS OEA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 1-11 ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" D TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 1INIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w! 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" 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. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-' LL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g -FT SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T,S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(�S5 5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL J SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8' 'L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" 0/C (TYP) z w BRACING W/(3) 10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING 1" BRACE "L" BRACE "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 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.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" D TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 1INIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w! 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" 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. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-' LL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g -FT SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T,S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(�S5 5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL J SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8' 'L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" 0/C (TYP) z w BRACING W/(3) 10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING 1" BRACE "L" BRACE "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 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.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T,S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(�S5 5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL J SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8' 'L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" 0/C (TYP) z w BRACING W/(3) 10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING 1" BRACE "L" BRACE "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 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.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 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.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1 1111111111 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O,C, MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T,S. FOR WIND SPEED SPECIFICATION O O zzo I 0 t a. 4 ppyy�� ll IV '�♦tf �� C �� N • T �OFE SSId 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 Enginee s signature and seal. F of g 8 (� 6 m ro r 0 0 N 0 LL /N '6 M V �i C J LL W ��u- 5 a _ a ii ?�' �� "r E = NNS W m 05 T w Z -, N0 Z OU o IN z N ch z �8 zo a d N r ^ M ♦� V � w 'U a �0L"o N �N U 6 r— J E RigLu W S L m c us I m 0 Q N M o CO w a Z U— ti¢ o Z® O wco 0l wu 00 z — O O Ua a �$ X `� az N �� L fo ¢o Z2 rr � m0 0 (n C OY �_ OE, W co i�i J "� W � �Z Q p wLL dp U yw W � 3 ¢ � o =G I_ ° CD�zw 0� ;o �v =la ¢ ° 3 O .N r > d- -17 °' N (7 CD � r E T LC� T� CID O � n Lr> o c mCD LO _ p LO F— }, O � � a rn 00 '^ T E E c Q Z Z it; E © m ci C m a a 0 ¢ o 1 C 3 JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS - TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD JI� 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS;FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN = O r °:e 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - IRSHI - 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 Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Dw LAYER 1/8" THICK. v —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETALSEAT OR FELT PAPER FOR MOISTURE JBARRIER M LU 6 _J 1x WD FURRING @ 24" O.C. a BASEBOARD N MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E ea FINISF M TI=1 I— = I -momdjlTI= ==M4 6x6 W1,4xW1.4 WWF OR FIBERMESH _.� STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 M' \—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR ' — ' (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0° S6 e B SIMPSON LSTA24 STRAP w/ (8)10d x 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 1 112" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 112" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST 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. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING -SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °D SEE FRAMING WEEP SCREED z '— PLAN " . e INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS 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 INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREEDLLj INSTALLED PER. MANUF, o SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" SIB FOR ADDITIONAL INFORMATION, TRU RIBBONS DETAIL (FLOOR TRUSS)o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION ClS3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4. d° III I . � .° ., ° • °'' 1I- 111-� 1 ! I 1=1 Ir-1-rIJ I —III —I 1--� (3) #5 CONT. ON 3" 8 r III 1' 8" iT�l 8" ll CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" O58 EXPOSURE 1 SHEATHING �I x II PROVIDE — —x—F I BLOCKING AS REQUIRED PER D SECTION X-X IF II II NOT FULL HEIGHT SHEET C II II II II --JI G FLOOR SYSTI M (2)- 2x TOP PLATE BEYOND I j�— 15/32" OSB I I T 7 II EXPOSURE 1 F SHEATHING I II II (I I LU SOLID 2x III C III II II II ( BLOCKING @ALL C SHEATHING 0- EDGES (SEE III OPENING SECTION X-X uj III III x TiLII Tw II IIF x E _ Lu 2x STUDS W III I RI II II II BEYOND, :CIII SEE PLAN o I I I II I II I II II I I O II LiI-LIU._L -- II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM EA/Ar r M r—E/A-ri^Kl nlAr+nAAA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 112" 1/2" — S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" Q.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z x © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w LL H O 0r PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F � � I- O in wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 4 �P000) 0 0) m LL a @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W p o MEMBER IF GABLE END ly c U " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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)10d x 1 1/2" EACH SIDE oo N�F�tR',0 c,ly SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH III —I I —III I I °. e IIIIIIIIIIIIIIIII 9 ° . (3) # 5 REBAR ON 3" CHAIR 4 I I I • 1-8I I ' W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4(1) (2) (1) (2) (1) LSTA30 4'-9 (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS-@ 16" 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. 00 FINISH GRADE 0? @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 Off%j , c::D 15-0 - /14 1-3 , P ESS;O y� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W Q EQ p (� `' V (0 0 N p " o c a �, � 0 N cn � � IA Q 6 co yr - LL q J LL W Z c9 o ; v a s ca ;g i w § ,2 0 '°' m ILzN �� "zap Z U 0 rUn W �� Q) 0 M z N o z � z a � N z � � o CES W � m U C) OW g Ly N U W '� E 8wig I =1' _ U o •+ Q Y N 4 r__ J MO M Z 0 s Z J E o O g Z N Q o z D a I— XOU aUOZ 00U ° o� N i ��WW o ¢L N C - z .0 'O mp Za' '< z a�i J ° z W `2 � o¢ Z aoZ F 0 Qo � 1� 3CD w� Y°x o co rf ZI a ° 3 c WE T ai C14 0 E d' T O � M Q. Se II— oLO C m O 60 E O CN LO CSC 00 ` ' n� L T N E ' o Z ca C E O h C d U Q p J JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET NO. S6 (MONO) DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER —1x4 �1/2" DRYWALL F DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCT APPROVAL FOR CONN. �- TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. eIX4114" % j''' 1 x4 1 X 4 LONG X 3/16"0 1 x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2"3-1/4" ( ) FURRING TAPCON. INTO STAGGERED @ 16" CHIEND BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EATAPCON w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �' 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*ED EACH END W/ MIN. TO PRODUCT TO PRODUCTGE DIST. APPROVAL FOR CONN. /�; //� 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CO % (2) ROWS 3/16 x 3-1/2 / �� / O.C. & 4" FROM EACH j/�% TAPCON @ 16" O.C. & END w/ MIN. 2 EDGE DIST. FURRINI '/,; 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 21/4" DETAIL STAGGERED @ 12" O.C. i_1 all nPTOII X BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2 0 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 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- f INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DiAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-6 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA, END LEAVE A CUT OUT IN O.S.B. ON T �- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS 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 4' MAX. RAID. PROPER INSTALLATION MAX. 8 #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT ±5^ FIRST 2 COURSI "" " 3APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" S S GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 318" PLUS OR MINUS HOOKED DOWEL 1/8", ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER • 2 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP Is 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 p41.7 � DT REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.- SEALANT I—I�f ,T PRESS PANEL REINFORCING INTO PLACE. - - G 6 MIN. LAP SPLICE W/ 3. •° � * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO FURROW. REINFORCING PANE L ° NO u I F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _I GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r b TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 " 16MIN. (1 STORY (3) #5 REBAR. (2-STORY) ) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN A YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE -j-- j PER PLAN I ! I I F CHANNEL, FASTENED PER NOTE 2 BELOW��L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) ®s 1� �s ___#�TD. 90° HOOK (TYP.) 1� SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE 72X ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"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.* 2X O�FRN q + G 4FNCI)Y + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL-/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS CFF GHFFT n,) Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3- a z O 2 O W f— U B @ FIRST COURSE ee ee ee ee e� 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED y' ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD �. ,J O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT, WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. d FILL 1st 4 COURSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° a e OVERHAN �; ., ., a d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 .... Imo' Y ' s • ° #5 BAR xx >' 10" eA Q p p• e ° • .• " CENTERED W/ g 9071f{ IN TOP o KNOCKOUT/ N b MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS -I - CLEAN FILL .> A. ° DIRT .01 Z °,• A. STANDARD q s 90' HOOK N #5 BAR IN FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN 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 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY im um.er ur nnern 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a) •C o f— co CJ l� y Cif z C� - _ �Yrxv% - =a w s1 'Fs d o ;g ^ per KV s 41: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W11- v E O M N N co:p V y on (8 0 0,) Co 0 ADZ M Q M u_ LL W U_ t� a — •D d Ne �_� � 42 9 J a In co Q Z OU 0. e W ❑❑ N z N o - z � - N N z v /h C V 0 4f1 � U O W s -lA C y � ca r- W E REPW I x� U 3 y cCn0 ¢ Y e sQ M co W Z M zZ ce LL E =o 0° >s _® a E (j F— (6 CL w? 10 R. 0L n� 0Z O E OQ az X, z mo Zz J a " QW z rn �, 0¢ Z z a0 yw W ?i V WE ¢0 a� - �3 �-0 V' a zIa � 3 o -r— > d' F- ai rn N 0 c� r` E cb ,--- O o LO 00 � O �- 04 LO 04 _ 04 � LO Cep Lid a� m 0 iri Z Z E O cc a E o ui 0 U 0 JOB NO : 22-06603-06596 SCALE : AS NOTED SHEET NO. SS A ALIGN THIS STUD WITH AFACE OF 2ND RISER s � STRINGER MUST MAKE FULL f CONTACT WITH LANDING f FLOOR / \ / JOIST LSIMPSON SC EACH 35OR STRINGER 2x SYP CUT TO FIT BEARS IN WALL I 2x12 SYP f BEARS IN WALL 1 ALL STAIR STRINGERS AND TREADS TO BE 1 314 x 11 2x6 SYP � \ #2 SYP (MIN.) VL 2x4 SYP BLOCKING THREADS, RISERS, AND 2x4 UNDER STRINGER/2x4 PT NOTCHED INTO STRINGER FOR STRAP MTS12 w/ 3/4" PLYWOOD NOT GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIM(14) PS x 1 1/2" f LANDING \ / AT STRINGER CONTACT POINTS SHOWN IN DETAIL FOR NAILS) / CLARITY 2x4 CUT ON BEVEL ALL WOOD TO WOOD D D DOES NOT BEAR IN WALL GLUED TO CONNECTIONS TO BE LIL2x8 GLUED (PL 200) AND F SECTION VIEW "A" SECTION VIEW "Bit NAILED (MIN. (2)16d), SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING i 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH`_ INTO STRINGER D -2x8 BLOCKING FOR STRAP 1-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: 2' = 1'4" 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 y OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) f NAILED TO STRINGER \ 2x12 TREAD , -- GLUED AND NAILED--\ i ' 2x I DRAFT STC P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ x4 GLUED AND NAILED TO STRINGER E/ FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2" = 1'-0" SYP 2x8 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER f BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP J —2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS >/ --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 t / tCOMPONENTS VIDE MOISTURE \ TECTION / \ ATTACOF STA/ J" X2" TAP32" O.C.—ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER f 2 4" TAPCONS @ MAX. 32" O.C. \ / G. _ TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT ' ' STRINGERS BEARS IN WALL 2x12 SYP BEAR,'[,I —~' I IN WALLE I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ WALL . SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x6 SYP 2x4 SYP / \ BLOCKING FOR STRAP / f \ 1 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/(14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLUE NAILS) AT STRINGER CONTACT POINTS \ N VIEW 11D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = T-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK \--2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LALUED AND NAILED TO STRINGER KOR DRYWALL SPACING H E SECTION VIEW SCALE: Zit = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C—� NOTE: 2x8 J l DRYWALL STOP NOT SHOWN � f STRINGER \C OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW licit SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR � 1 PROVIDE \ / I BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST / TO ANCHOR TO. — {2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 4"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.G. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" SECTION VIEW SCALE: i" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINGER 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2"AILS \AD OR AD2X BL05KING RISIRR / VARI E ECTION VIEW "Hit SCALE: 1" = 1'-0" � o r= N ,�- o- N Y✓ �✓ Q/I SE 12: J `a U 0- r 0 41 O 0 F E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. N E pp 0 00 �NO� � yt N M V J LL C J w JtL� a Z ° v W m w 00 M. d ,ro N Z IL IL FCn- !Z .�j N o V U W ❑ ❑ Z N O z co z o a �- to - N ('1 � z a _ Q) 0 0 a-' (� w .O _ w LA V) X I— U) w � i z x U o Cn ° C @ 0 N � �Q m o W Mm J zo ¢Z >ry� Q co E �_ .- z® (1i (0 O x cUi 00 o U Zo N a~�z z QQ a IXw d r6 N gz S �Y "m m0 zz Z W QJ Jy QW zZ co W 9 Q� Og �� ¢O a �W W �� r- J � N= QY R'7 CZ) � 12Iw< o 2Q a0 o- U 0 N cC> 0 d- c$ E _ ;- cO O CYi a. Y 4 Ln U c m LO O 0o E � CD o LO CD c � N Cfl O 4 CD r 00 LO ui CD 6 Z M Z = y E O N CIO a c� _j Q p JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. ST *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TRUSS NOTES: WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE CON1. MAY B MAY NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, Y A TRUSS SSES (2) 12D NAILS --` AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ 3 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 1Od X 1 1/2" EACH ITI ITI 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT -TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 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 ACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &E - MAX & AC TYP. - -� • CHORD AT ALL HAND FRAMED AREAS TYP DIR ----Z --WOOD TRUSS - A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WO TSTANDARD HEEL HEIGHT DIAGONAL- AT 8'-0" MAX TRUSS SCALE: 1 /2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING OD RUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WE, OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ -`(2} 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING LEDGER ATTACHED TO SHALL DIVIDE THE MASONRY w/ (2) ROWS CONCEALED SPACE INTO 1/2" SIMPSON TITEN HD, APPROX. EQUAL AREAS. MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION EXTERIOR WALL 53 SCALE: 3/4" = V-0" 2'-O" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O 1 O O O i SPLICE O I O O O 2'-O'f SPLICE BEYOND PART. ELEV. VIEW b.. DBL. KO. BLOCK MIN. �.. .- --- MIN. TYP. T El F-1 24" MIN. (2) 2x8 P.T. ATTACHED 10 TYP. O 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" x PROVIDE 30" LAP SPLICE @ F.C. REBAR. �-(2) ROWS OF 1Od NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. A= DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ g 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4 AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —� 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 W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASO SEE P DETAIL ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" PIN 17.d Tl1CA1 AILS 2X6 P.T. CONT. _EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. TITEN2 SCREWS @ 16" O.C. TRUSS OR TROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOAR ABOVE AT EACH SIDES OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" Q.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) w c� J a 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O,C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3)1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP, ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO r---1x P.T. BASE NAILER ONE SIDE OF THE ,—STD. 90° HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREAS 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. �T�p ORD BRA. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT V P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP, WB. TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) PER UL905 ? FE -1 1x P.T. BASE NAILER N a 6x6 W1.4xW1.4 WWF. —� a�--4"x4" INSPECTION PORT AT SCALE: 3/4"= V-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" Q.C. GYP. BOARD CLG. SEE 53/01 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS. �� CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN — SEE PLAN TOP OF PLATE "- --TOP COURSE W/ �— LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 1 U-8" 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 t" ' c .r t L5 / j� , ��1,'It98161i11Bd OWr� 'r® .. e _. ' E U `g0 o`er ��'••. .• RO F E g S%0 Jrliifttit#!#� i y4 To the best of the Engineer's knowledge, information and belief, e 9 9, , the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 E o N8 5 Uj 0 Z co to 0 0 A 9 4 M 0 a a Z -w — o a t2- �i > r, N Cp o 0�-rn W Z IL m w �z < �n N OU z W 00 0U) M n l/) a (D a 4 LL � M U o Ln ru � LU Ly N ru WasJ 4 00 Y orr y ¢ w z M zo LL of E CL o FE V wo QO �a QN ° ❑a no 00 F a 'xc pU O 70aoo o N az Wz w ,d% L ,U C ¢ p Y U N O 0 o LL z co G W Run e, �� aZ NJ o >- a 0 T E2 > d' a; m cc r <-6 b. �Q O CWI> ILC>LO o 60 CD N L O I=- CQ N 01) =F' CD � N Cfl < CD r 00 ui iu :4 o z E � E av 0 ¢ cc 0) JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK o 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME IN WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING --- DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# 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 1 LllVl IIIVV SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWA TILE FINISH- 1/2" DUROCK 81, CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN I SLOPE as r.� WEATHER VE BARRIER & MRILY 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 JOH UNDER DECKING ED FLASHING (SEE DETAIL WP07) O u SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER V 1'-4" PER PLAN V-0" PER PLAN SHOWER SEAT IA2 SELF -ADHERED FLASHING OUTSIDE CORNER a- a CL LU D- = w � v w w = a w o (n DOOR ROUGH OPENING - 3/4"A" 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 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 :LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5 4 r� `\ PLASTER STOP , / :� - CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in : 12.0 in R703.1 General, Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 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 1 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. !k` R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING �' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be pp g' y g' y g FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE DH ADHESIVE SHOWN) 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER ' f 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. a 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 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 11 , Note: The building paper and metal lath must be Cement installed over the top of the weep screed. _________ P _� Plaster BACKER ROD over block 1st floor S FINISH WEEP SCREED DETAIL SCALE:. NOT TO SCALE 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 JD *� 3, t.0 a 'r, ..P cat 0 tV o_ cD 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E M a �8 00 �00 so � co (a C� co 0in�ti_ 0 LL M 0) V Q J LL Lu LL ,n LL fl ui Z0 (0 C d W 90-971 N 3 W og W � °' °' m Lu Z20 M Z J r IL N ao cQi z 0 o W (D M Z N c�� z � z Q a M CD o Xz y ti 111 Q W a N Ly 1 LU J o � o Q N O M w M 0 o Z Z ri oz Q� C Q E: V �� Z® Wa C4 r6 I- CL MO X U UO =O O Z O C O m N � ¢z Ww d >✓ <z 1 0m m0 OZ <w Z �; <� ZZ cn 3 oa go Q a a �w W U <0 ao s1 r1 o � LL _ w< 6, >_ CID z¢ a 003 c or- a; r co�O CM n Lf� �_ Q o C m LO LO - CO E r It CV 04 LO H CDN Cif i` I N M 00 LO T a; m w Q o Z Z N E O a E D 6 0 � ¢ o i JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. WP Mounting Bral;klets (1 per yGaugel T Back Cross Dupont (May be tilt to W) Sin F4rtctrar Schedule Bracket (16 Gauge) '( TCtixA321SI iryp,) # 14 SelfrDrirlir �ir'tV'd5 A!C Urdt krttofll Edge Hurrione Strap (`ypicali31n front) waSi,,erS Front Cross Support Sdfltltkhw Ntfts (May'hre cut to W) K'4t Ca t�'l Gauge) {l#l4Se1(-DrJlng5creMThruStacketsa BackCross Support Into A/£ Unit Bottom Side' ('t'ypicai: 3 eachskle farhurrkane use} INSTALLATIONl,i .' are:;stlaAtina:ewuarxsc.� .r�;ltrwiautli labli e.rlr #iur�irwil r' �,ir t✓ '�. dVttllliltie aln;�sn rteiti�sif Florida Department of Business & Professional Regulation POP or1 Buikling CodeaJIM Standards 12216=1 Product'Approval Application Detail 9. Entity or w we 040 Painting Date 1'YBo Ymstop Nerifaeturer Contact Enaawsr8 UIPSOMs VagrtMsd IN Vatldated. simmmed FBC Approval Aoorove0 gs us Af imation 2020 arrledVem PradiHts Inc, Wheat 6rahar0: HermesP NawQP.E. L.ka Boe'den-P.E. 12MBU02o 12/leom 1272&2020 Approved calegory:&ructur4l Components (877)441S368 PEE73M (213433001800: SubCategi Products Introduced as a Resultof infoasmadventcom New Tephn9logy Cempi-wncs Method; Evaluation €Depart iron,a Florida Registered Architect are Licensed Florida P-itE'Arrn�ae� Professional Engineer - gwlk Product Model. Numher prJ%- _ ProductDesrrlprl.n QualltyAissularlce Caflraet:P•w,ban Did* Wedfor use Aam AEI J H VR outside n v ro e0 far Use - HVHL leloacr iWirsam _ C391Sfli Pnswn 1 dent Model 540.510 S1na #1 Dual Function load end a ant F W F V ntna0on V 2 12131 b23 Y. Yes N/A a 100f-10a 2 S6wMenl Medal#1'540-51 t DeelFuncRmFlood and VentI.Am Vent i2Yind2s, Yea. Yes NIA +100f100. SmsrflinWModel #1540.520 Insulated Flood Vent i2r3112023. Y" Yes NIA+10okloo' 4 fim9rt'44 Model#1540421 Insulstad F160 Vent, I=1f2a29 Yes. Yes NIA +100F100. :6 SmarLVard Model#ti54on24 16&qud;Carege Poor Flood Vent 1273r[204 Yes Yas N/4 WA 6. SmsnVentModOW540-570 waoriwe111n tilatedFloodverlt. Imin023 Yet Yes NIA 11ODA,IDO 7 $madVent Modal V1540-574 14 5&quot: Camp Door Flood Vent 12/3l/7023 Yes Yes NIA NIA Florida Department of Busloass 4 Professional Regulation Building Codes ar d Standards Product Approval Application Detail '4gv i art i14021 fie. IN )fig Date, 1tg. Date Penolnp PaLt TV- xf'sion matnuractuner contact Enoww&lJoanie Validated By Valltlrted. Submitted FBC A—," A_ng at tun Rwaipn 20M Dreyol Metals. ono. Jason Shumate. Zachary R. PaeS Looks 8oredes P.E, ofir!012w t 06/09/2020 OEY2WQ2o 1on'=20 - APPrwad category' Rootlri9. (80213a3-1511 PE-74021 (3341300-1800 Subcategory. MO1al Rporng dshumet.Mt1 kmeE cam Compfianot MathOd: Evaluation Report from a FlCr tlaReglsteradArahRabt or a been sect Florida Prgrasslonal Enonam DualRvAssurmice Aomoved for Use AomovociforUse Immt oesion : 4L: Product Model-Ntanbw or Name Product Descrlodon contract Ezblralen Gate In XVHZ- Outswo"wZ Redstart Presst" 1 17rexe1 Metal Rogfinp.Systw,, DUO IWNS DMO' 1506E AMC 1755 OW 200S, 12131,2025 Yes No NA +Wlao DMC 5V Florida Department of Business -& Professional Regulatloh Building Codes and Standards Product Approval Application Detail page 2:of:4- nR51H122 Fran EMYN Qj to Dale Pendant Two Version Manufacturer, Ca_ntact: Engineer&Llavow 'Validated 6r% Validated 3upmi "d FaC Aaprovaf Ali ro S tun RaVl9 .Ion 202.. T - Tru"C o 0 derma T Corporation n p Ja 'too Lyndon P. b'kve s n donF Slim: P p7 y Mt Ryon J.. Kin P E y g, - 04f1 021 Sl'1 9 1 20 04I29201 2f3 r20. -. 2 081 O8/2p21 r6va: ARp.:.. ti Gatagoly; Exterior Doors . ($00) 843-7828 PE-d3409 (813) 787-6555 SuDCategom SWn9mg Exterior Dow Assemblies Jasperson�Iherrriatru:co - Com (lance ! Evai p Ma81pd raadpn Report.from a m - Florida Registered Amhitect ora Licensed Florida Professional Engineer rF_„tatt(f4A3B,sPraCudfa" - r _ rgualiN Aasuranae: Aollr*W, nor Lisa Apprpv4;l for U9e: Imm�aCf:: (lgamjpyt sS&l1.2 Prddudt Modal, Number or Name_ PrOductuturl0tion ':Conrrnpt EXniratlon biota In HVHZ Qutskle HVH2 @ 41aesuT2. 1 a. Therrma7ru Fiber-Clsssia and:Smoo(h-Star Nominal 68#998&quotlmpact&quot Opaque 12/31/2022'. No Yea Yes NIA ComposloeEdge Fibenglass�Sa,_gle-Do" (InavungJOufswhg; X o6Migursbont 2 b; Thenre-Tru Rber-Cast and Smootn:Star Nominal 6&p39,6&quotImbact&quot Opaque 12t31f1A22. No Yes Yes NfA Composite Edge Fiberglass Single DoarWith Sidelte(s).jlnisr na1OYIsWng, X4 OX. OXO corwqw etlona 3 c. Thermo-Tru Fibe ensile and 5 r-CI d th-Star nwo Nominal 8 o f ct& vo e 6&#� ok t u 2Pd f 22� 1 1?A No. Yes e Yes WA Camposde Edge Fiberglass Double Doorwithor - w+thoutS&leliom (Inm ing/Outswing' XXor O)a Configurations) 4 d.ThermaTru'Fiber-Classic andEimpoth-Star Nominal 8&Yf3g0&quorlmpactBquoY,ppaqu® 1213112822. No: Yes 'Fes. WA. Campoarta Edge R bwDIasa Shingle Door 1mey 10utgwing; X configuration] 5. p. Tbarma•7ru Fiber -Classic and Smooth -Star Nominal 8&#-Vo &quotlrnpact&qua4 Dpaqup 12f31Y1022: No Yes Yea WA Composite Edge FI berglass single Door with Cdai,(s) g.wmrgl©utswing, XO; OX-OXO con uradons 89 ) 6. 1. Therma-Tru Fiber -Classic and Snwpth-Star Nominal 8&mo &quotimpacti quot Opaque 12Y31t2022 No Yea Yea WA Composite Edge Frbargiase Doubt Door islth. or ,wdhout $Aieiltes (1naMn91dut&Whg; XX.& OXXO YAfiFlgUmfigna) 7 g- Therms Tm Fiper-Classic and Smooth -:tar :Nominal 91W.ee-quctlmpsot&quat (3fazed 121311.L022' No Yes Y.os, N/A . Composite Edge Fiberglass:&Ingle Door - - (fnsvongK)viswmg, X milfiguration) a h. Thwma-Tru FibanClassldand oth-Smr Smq No i a i& min t, if3!$B &quot{mpaet&yuat Glazed 2 12Y31f2C 2 No Yes- Yes WA CoEdge F-bergfass:9mgle Door with Sidetie(s) (InswinglOuLswl n9. XO, OXorDOW configurations) 9. -i, Therms-Tru Filar Clasa�ardSmooth-Star Noal 0&it3;8 &quotIm act&quct Glazed 12t31(2(I22 Na Yea `Fes NIA - Cam poate Erlge Fbefglass Doubts Door with or wrthaui Sidelitos'pnswiigtthrtswin9. XXorC2000 configurations) 10 J -Therma-Tru Fiber-Gassk and:SmoothStar Nom(nel B&3!`3S0 &quotlmpact&quot Glazed IX3112D'22 No Yes Yes NIA Composite Edge Fiberglass Single Door ( Wing; X cdntigUrabort}' 11 k::7harma 7iv FlFfeuClasare andSmooth Star' Nominal 8&f13p,Q &quoklmpa0f&qugt Glazed OM16 140, 17J317Zg2'z: No Yes Yes NIA Compgote Eddge PiberglassiShots boorWith' Siidelte(e) (I neWrQ10u1rYr4ng' XOsti3(or OXO' conficns) 12 I,Thermo-Tru FIbaFClassk: and Smo6th-9ta7 inel 8S/13R0 &quctlmpact&grrot Glazed Nominal 12I31t2[722 Na Yes Yes WA Composite Edge Rberglass Woak DoorWthor Vnthout5tlelites QnsNirgfOutswing: )X or OXXO mrfiguratlons) 13 in: Themia-Tru Fiber-Classio and Smooth -Star Nominal 6&iPd9;8&quotlmpact&quat Glazed Molded 12/31f2022 No Yea Yes WA Open Composite Fie Fiberglass single:D60 (InswirrgfOutswin® Xcontiguragon). 14 A,Therma-Tru Filer-Clat and5mooth-Star Nominal 6&ff39.8 &quotfmpact&gdOt Gtazed Molded 12l31f2022 No Yes& Yes NIA Opan Composite Edge FlberglassSingli Door with Olazed Molded Open Sldeli'Qs) (Inewingfquts mrig: XD, OX m OXO�wnfigurations) 15 oTherma.Tru Fiber -Classic and 8mooth.8tar Nomtnel8&rKi9;8&quotimpact&quct Glazed Molded 12Yd1l3022 No Yes Y.es. NIA Open Composite Edge FibelgiasstDouble:OCor math ar-wdll4gt�.lALed A4olded Open switeS. (Insnirig/Ovls'xvn9' XXor CXXO configurations) 16 p, Themla-Tru Fiber -Gass, and Smootti-Sb.r Nominal 8&AM,6 $aluokitryiact&qupt Opaque, 12131=22- No Yens -Yes WA Composite Edge Fiberglass. Single Door with IvIolood- _ O�n Sidelits(s) (Inxadnpf0utswtng: X{), QX or OXO corlfguratians) - - 17 q;Therma-Tru Fiber-Classia and Smooth -Star Nominal.68#3g884uotlmoact"Opaque. 1213lt= Na Yes Vas NfA Florida Department ofBuslnroso.& Professional Regulation Pagel Al Building Codas and Standards 11W201 Product Approval Application tietall Castle EFOW.. J q 1We Data Pamana Rote 1Ysk y9tt:14tt MaU*Iurer Cornea[ Gnakneo8ircobso Validated &- validated submitted PBCAOproyal AD xovea Status Revl9(an 2020 PGTindustri. Jon,Rosorfew bran#Dade8CCO � CER -N%rA[-Dada SCCO-VAL 11/19/2020 1012r.=20 11IIMA20 Appr-d. Cak,I]M; Esterlor Dose (941)486.6100 (lag) 315-25s0. &oa P $oduct Model. NumLror flenw s 9G[15s70 (L.rge..kRosltn.lrcipaot} Jroso'rcskigp9ilnduslde9:e om Pradmd Description Yn)k Sliding G lass Door P WA May 27, 2022 Cate c► /Sut�cate a � ry 9 rY Manufacturer Product Description P Approval Numbers RIB• �) Test Pressures Exc . Date � I. EXTERIOR DOORS IFIber-Classic A. SWINGING ThermeTru and SM -Star 1Ot�4MPA h � T� FL 1 a1 +67. ,/- 7.0 � 12/31/2022 ThermaTru Fiber -Classic and Smra ht-Star MPACT) FL 04 8 +401-67.0 psf 12/3110 2 Therm aTru Fiber -Classic and Smooth -Star MPACT) FL 0470 + .0/-80.0 psi 12/3112022 B. SLlDli'iJG M1 Windows and Doors Series 429 FL15332.1 FL15332.:5 40.0#-40.0 ,i 12/81/202 PGT Series 5570 N A 21-020 .03 +30.71-98,7 psf 4/141 026 C. SECTCNAL Wayne -Dalton a ne-Dalfon Series 00018100/820 #1105 (8. } FL8248,8 + 1.tJ 3.0 psf Wayne -Dalton Series 8000/8100/8200 #1123 (18X7) FL8248,10 +30,0/-38,5 psi 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 15 . FL3248,11 +34.4/-38,3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division cf AADG1, Inc 507t707r727r747,and 847 Single & Pairs of Coors FL11537.1 N/A see inst sht 12/31/2025 2. WiNLL1OWS A. SINGLE HUh1C� a III Windows and Dora Series 185� F 174 , L 99 2 5 , /-SO.i1 psf Q U � 10 / 8 PGT Seines 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Dears Series 188 FL15351,1 +55 0/-55,0 psf 2/1612024 C. FIXED MI Windows and Dears Series 185 FL15349.1 +60.01 0.0 psf 4/312023 PGT Series 5520 FL243.5 NIA 4/3012025 U. MULLION MI Windova and Doors Series 5754 FL15353,2 NIA 12/31/2024 PGT Series 5500 F L291.1 NIA 5/2612026 E. OTHER 3. PANEL WALL dames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alstde Solid and Vented Vinyl Soffit FL15272,1 FL15272,2 75.0/ 75.0 ps12/31/2023 m l num Alpha Aluminum, Inc. ph r c t Solid and Vented Aluminum S _ _n � F 5 4 L15 4 RS 54.2/ . f 54 2 Ins 7/ 30/2023 Ca OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL101 4,1 NIA 12116/20. B. UNDERLAYMENTS Tamkc (for Shingle Ro 15IkFelt Underlayment FL12328 NIA 6/29/2023. Plyglass USA, Inc. (for Tile Roc POLYSTICK TU MAX FL5259 MIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918,1 - FL15918;4 (VIA 9/9/2028 Florida Metal Products, Inc Vert RV10 FL21580;3 NIA 12131/2024 Lvmanco, Inc DA-4 Exahust Vent FL17202.1 +97,5/--97.5 psf 12/10/2025 E. ROOFING 11LES Baal Tile Villa 900 FL7849.27 - FL7849:.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849,.16 - FL7849,20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc, DMC 10ONSt DMC 150SSr DMC 175S, DMC 200S, DMC 5V FL17879,1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANEL r Products Global Protection Prod s . d Panels Galvanise Steel term FL15079 1 - FL15076.2 NIA 12/31/2022 All American Shutters & Mass Galvanized Steel Storm Panels FL17859,1 NIA 12/31/2022 5* STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Cohn. see chart ANCHORS Simpson Stang -Tie see chart TRUSS PLATES B. TR LIA • ITt' Building Components u-Alpine P Truss dates L 9- F 999. F 199 �1 L1 ,4 NIA 1 / 0 4 2/31 2 2 MiTek industries, Inc. Truss Plates FL2197=.1 - FL21 7.5 NIA 12/3112022 C. ENGINEERED LUMBER Weyerhaeuser Rim Beard, LVLF P L LSL FL 27e1 - FL8527.5 NIA 3/31/2023 D. MATERIAL - Corp. Gast Crete erne, t Concrete Lintels High Strength Cc�ncr L n NDA 20-0�630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels L1 F 774 t�U A / 20 5 25/ 24 Florida Department Of Business& Professional Regulation Page i of Building Codes and Standards IW422 Product Approval Application Detail PRO Entity br ,jbw jig mate Pendina Do- Versto Manufacturer Cahtx Validated By Validated Submitted FBC Approval Approved ,( Revision' 2020 Thermo-Tru Corporation stwe,jaepersoq Lyndon F. Schmidt P'.E Ryan A King, P.E. 07YY3f2020 OTM2f2020 0712912020 10113t2,020- Approved Category Sderror Doors (800) 8437628. PE-43409 (813) 7ST-6555 SubCategory SWrtging 6Rerloe Door Assembles. s)aspersonpthermetruoo CoMplianrae Madhod: Evaluation Report from a' An Florida Registersd Archniot or a Licensed Florida ProFesahnal Engineer t�JalliV.Asxu ranee Approved l'or Use Aoolowd for Use PeTtan" Setizt Product Model, Num bar or Name Prodoe: 13.9triotim ConVBCLEYbira6pil habe InHVHZ .Oufsice'HVHZ Resit 1 a, Therms Tru F ber-Classic and Srmoth-Star Nominal e&f39;82quoklmpact&quct Opaque Composite Edge Fiberglass Single Door IMI&2022 'Yes Yes, Yes WA 2 b. Thertpa Tru'Fber-Ciassic.and Smooth -Star (InaWrg10u1s,Ying; X configurabon) Nominal6&*39:8 kwalmpact&quot Opaque Composite Edge Fiberglass SingleDporWth: 12731f= Yea. Yes Yes WA 3 oThermaRru Fluter-Classlorand Smooth -Star - SI l e n u` n XO Dior:OXO. da t (�� g1G � g ,. conrguraV6its) NominsI tl o.f&quct;1mpagt&quot"Opaque Composta'Edge Fiberglass Double Door wdth or DUO 13131ft022 Yse Yea Yss- WA 4 d. Thesma-Tru Rber-Classia,and Smooth- lsr Without Sldellles(inwAnglOutswing; XX Or configurations)_ Nominal B&CRO &quoVmpact&quot Op9qu9 Oompoaoe:Edge Fiberglass Single Door 12731=2: Yes Yea Yea NfA 5 e: Therms Tru Flber-Olassioand Smooth-ft, - onsw(ngl0uhFoin ;.24configtnt ian) Nominal 8&#3ap &giaotimpack&quot Opaque Composite Edge Fiberglaes"Single Door quits 12131)2022 gees. Yes. Yes WA G fi+Therma•Tru Fiber -Classic and Smooth -Star. Sidetde(s) Ons*nglOutswing; X0, OX or OXO oonfiguretbops) , ... . Nominal 8&ir3S;0 kL,1OUmpact&quot, Opaque Composite Edge Fibartilasa Double l)lr 1vlth or Sidelitex or 17J3f.T202 Yes. :'Yea Yes`-, NfA T g: 7tnerma Tru FiberCtassle acid Smootrl5tar .hoot (Inawing/bu,awlto JOC 0XX4 confoij.'ons) Nominal 6&ffi3a.6 & wi;Impact&quat Giez&d Composite Edge Ftberglass Single DaOT 12Y31r422 Yes: Yes. Yes- NfA 8 h. ThonmaTru: Flber-Clw5ioand smooth -Star GnswrWOuaswiing; Xconfguraaott) Nominal 45?, ..8 SquMImpact&quot Glazed' Oomposiie Edge Fiberglass Single Doorwith 12t31f2022 Yes Yes Yes NIA i..Therma Tra Fiber-Coassio+and Smodth-$W Sidaldefs) q%VAnglOutsWng; XO, OX or OX0 configurabons) Nominal 69tf3"&quotlmpac1:&quot Gtazetl Composite Edge Flbarglaas Dou bia Door Wth or 12J3112022. Yes. Yes. Yes WA 10 j;:Thoerra Tru Fiber-Claaelo and Smooth -Star Wthout$,t ejlies (Inav✓�ngl,0utsuving' XX or OXXO oonAgurallotls) Nominal 8&#39,A 8quot Impact&quat Glazed: Composite Edgy Fiberglass &note Door i2i3`IQ022 Yes, Yea. Yes: NIA 11 k Thexma-Tint Filer-Classlo and EmoothShar (Inswing/Dutawirg; X Configuration) Nominal 8&93;' 0 &quotimpact$quot Glazed ComposlteEdge Fiberglass Single Door Wth . 12al 2m - Yes: 'Yes. Yes: WA 12 I, Thermo Tru:Fiber-Ciassic end Smoot -Star Sidelie(s)answdnglOutavdng XO, OX or OXO coAfigurabors) Nominal 8&#39i0 €quot1mpact&quok GlazxAd Composite Edge Fibeglass Double Deorvvith or 1213112022 Yes Yes Yes N/A 19.. 'rn: Tharrna-TPu Ftder-Classla and 5moath-S r without $idelitas (inewinglOutswirig; XXgr OXX configurations) Naminal8&ii59'6 6,quotlirlpact&goat; opaque Compnaite.Edge Flbaeglaas Single DaorydCh .. 12/3 f21J32, Yes: YeA Yes N/A 14 n. Tiremla-Tru FiflPs-Clescksand Snlaolt,SYar &goal;Nan�Iinpeot&quot�Sidellte(s) (Inmingf6&039i;S X0,9XorOXO asm,iguratlonsj Nomine168:#39;88quotlmpaCtBquot Opaque, - Composite: Edge Fiberglass Double.Doct»ftt? 1213tf2022 Yes Yes Yes WA 15 o. Therma-TrV Fiber-Classlo'and Srnooth-$ter &quot.Non-ImpaCt"Sidalites(Ins igfbutsning; OO[0 Configuration) Nominal88AKi$06quotlmpG&quol; Opaque Composite Edge Fiberglass Single Door Wth &quotNon Griped&goof Sidellk§{s) -12Y31f2IY22 Yes Yes Yes WA 15 p, Tharma-Tnl Flther-Classic and SmoothSter (I navr1ng10utsving; XO, OX or OXO cant-gurations) Nominal 8&ik34;p &qugt Impact&quot Opaque Compo91t 15dga Fiberglass Double boor with 1D31=2 Yes' Yee Yes NfA 17 q.Tnwo.TI.Roor-01aasicand Smkwth-Star &quot,Na,-. tmpad&quat;Sidelttes (I ns,Mngtthdaw,ng; DXXO wnflgurafion) Nominal 8&3' S&guotNon-Imp..f&quobOp�que. ComOM" Edge Fiberglass Single Door -121317MM Yes Yee,. No WA 18, r. Themna.Tru fiber Classic and Smooth -Soar (InawirgfOutswirQ; Xconfguradon) Nominal 8&#39,6 aqud:Nan-Imp3ct&quoI; Opaque. Composite -Edge Fiberglass Single Door with 12Y31f2022 'Yes Yes No WA 10 s Therma FruFiiberClasscandSnwoth-Star Sldefl[e(s) QpswingtOutawmg XO. OX or OXO canfiguratfpnsj Nominal 6&f13088quotNon-Impact&quot Opaque Comencli Edga Flbergiase Double Doorwfdl or IMU2022 Yes Yes No WA 2D L. -C S or t Themra-Tru F bar lassie acid Srnoolh ta7 Without $446e; (IncMAnglbutsWIhg, XX or OXXO, con}Iggmboris) o i 1 N' - ei N m na 8&#39 0 &gook: qn Impad&quot, Opaqu ComPa.. n le, Door . 2/ 11 i 3 3A2<n Y es Yes' No WA 21 aFiber-ClassicS -S - u. Therm Tru and mootll tar. - irgn (InnnOaW, Xoonfigua0n) i al -I O _. Opaque Nominal 8&#89 D &gctotNon mpea&gtrot pap Compositafte Fiberglass Single Doormstll 1 21312022 1 Y es Yes No WA 22 y Therma7ru FfbecClaasicand 9rrrooih.57ar Sideite(s) (insaanglOutswing X0, OXw OXO confieurationsl Nomina18039;0&gq.t,NOh- Impad&quay Opaque:. CgmpgslteEdga Fiberglass Double DoaiVdth or 'XXt1 0 12/31P1022- Yqs Yes No NIA 28 w: Therme-Tru Flow-Clnss)o':and $rnoo,hStar . gut ideifes, InaW fb D with S I I W n, r XX C rig Ass p ¢onfiguratrol7sl Nominal 6&#39b &quotNon-impaol" Glazed. le Door , .. Composite EdoeFibergI Single 12131120m Yoe Yes No NA 24 x-Therms-Tru Fiber -Classic and SmoothS,ar QnswingfOutsWirng, Xwnfiguratron} Nomimt!W. .8&quotNon-Impact&punt; Glazed Compote Edge Fiberglass Single Door YAh 12L3112022:_ Yes Yes. No NfA. 25 yThemra-Tru Hoar-Classie and Smooth Erar Sldelte(s)(QrraMnglWwAno; XO, OX or OXO oonffgura8onal Nominal 6&939;88quoCNon-Imp2dt&quot Glazed Composite Edge FlOarglass Double Door vAth or or 1213772022 - Yes. Yes No NIA 2e z.Thernna Tru Fiber-Classiband Smooth-0sir without Sidelites (InewinglbubpoIng; XX OXXO configurations) Nnminpi 8&YFd,5,0 &qunt,Non-Impact&gun ';Dazed. Composda Edge Rberglase Single Door 121ai='6.' Yos-. Yes No MA 27 za'. Therma-Tin. Flow-Ciawia and Smogtn-Stet (Insv4ngKSu#gWrng ;X'conigu2kion3 Nominal BffJl39,0 &quotNon impactBquoC Glazed Composite Edge Fiberglass Single Door with 1213112022': Yea:: Yes No N1A- 28 nth-Therma-Tru Fiber -Classic and Smooth -Soar SidelWa),(Inew,nglOutswing XO, OX or OXO .figurations) - Nominal 8&JM;O aquotllon impart&quct Glazed 1IM1/2022 Yes Yes Kb WA CompoMts Edge Flbar}71ass Dqubla Dpo"I or without Sitleiikes QrrswingJOutawing, XXw OX}(b configurations).. Florida Department of Business At Professional Regulation Pa9e 1 aF2 BwkIng Codes and ftncinrds ,sr2D21 Product ApproW Application Detail $4dz emuvw Date D Date Pelldrw jilkw... Tves: Vofsion 'Manuraimw ,CaMZCt, EndnauB Lrcanse Va9dwed"IN valwatad submiew FSCAgg%ai Aaaro d yojyi(yg Rarsion 2020 MI WindoNctnd:: DOOM Brentalinger Luis Roberto Lomas .Steven la L". PE t0Ne12o20 10100am ICJISV2420 12MW02D Approved category: EztMor Doors i717f 355-33M PE82514 (717)317-8494- - 3ubCatagaM•wldtag Exterior Door"armores hsl8hger0miwd.core Comptlarite Mahlon Evaluation Report. torn a Flodda ReateteredArrfiiteatgr a Licensed Florida Professional Engineer "JnfadG. µ QIIaAty �fja4afanaA gggt9yadtQI U1�6 ApgrQYBd'(w USA' D651w1. Sed.4 product le" Number or Noma. Product Descrbflati Contradt'Ekoketl6ri dais.. fg XA H1; OulsIdB HVNt R45151wilt a segrg_ 1 SERIES 420ALUMINUM SGp SERIES 420ALU MINUM SGO OXO 120,112024 No. Yes NO N/A ' 145314 gU0x80&quot NON -REINFORCED 2 •85Q:9F 4211ALLIMIMUM 6TD SERIES 42CALUMINUMSGD OX.XO,XX 12SWU24' No Yes. Al. WA 96&qur3yaWo.ot NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420fLLUMINUMSG13 REINFORCED OXO 1Z(S1f2024 Ng Yes No N/A 143314&quol�.i6&qud: 4:. SERIES 420ALUMINUM SM REINFORCED: SERIES 420ALUMINUM SOD REINFORCED OX.. 1MV2024 .Dior Yes No WA XO XX96&quotx968:qugt;. 5 SERIES 20 UMINUM SOD. REINF RC®; 4 Ju-0,. SERIES 0 L I U D REINFORCED 1 0 4 R 42 AUMN M8C3 E XXX 12i3 f22 N o es Y.. o: N, N/. A -.,1 _ .. 148a.4ubl-r08bqud, Florida Doparimera of Business A Professional Regulation Pagel art Building Codes and Standards IN=l Product Approval Application Dat&il ttggE firafty Or Data Parts- 7YL+g Vslrlrn Wlantdactnrer cm4aa Ei1dpM8Lloensc: YNMatedBr yelltlMee Subm� FBCADamvaF APMDyad Sam Revision 2DX Wayne�Daion,-a: rivlsimi of OVediead:DWI - Owayna komish John E States Jaffrey P.Ameurn, F.E 1042R020 0912"20 10729/2020 12N5/2020 Approled corporation (33D7763.8i2f PE-511737 (904)821-5200. Cat jmy ExIe w Doors dkomteh*wayns-0aft=c- SubCatcgory: Sectional Exterior Door Assemblies om Corrailam, 141 bad: Evwuotjw Report some FloridaItegletemd Architect ora' Licensed Honda' tfa'1'824&Ik1b.Pt6s` Professional Engineer -.. ,-- Ouatllv Aesurande Boorwed Tar Lee eouraved for Liu I..ad Dole, 9ed! Product Model Number oriNatois Produdtoeescrcrladml Cortract ExWratlon pose. in Rbtlz Oikslde HVXT Reslsaelt. Pressure 3 womlW18300#1105 0543s; Max rift. 148B3s; Max height Gering 12131/2023 No Yes Yes +31001-35.00 available IA' l wlniB tllets tan 10 89W/8100 200 #1125 is8N3s; M. miatit. 148eP38' Mak�elyl t' ogling; I V31RO3: No Yes Yes, *30,0gF33,50 Avollabl0 11 top cr Inloahodlate 90d on, 11 8081}fa10 MOtAll924 ilims; Max; width 14&039: Max height. Gluing 12M 2023 Nu Yes Yes ±3440L30:30 avaloWln top or lnteenedlatl section, sane Product Mogg�Numhe[gLNama Product OesyirwWn 1 f>o7,'woT,721,744, Y57, 777,and 8475®gle and Pat. Of Ftuah Gieaed, and Louvered shgyA ndpers pf odors hdow rnetai dmar in HVHZ.. outside (mina limme Yes Yes Yes N N 0 CD L a � 0 Q .� 0 O O O O W C = _0 M U_ 0 .� C Qi E Qi 0 L W Q Z Z w J r Go CD ko 0 M rV� Ni3 a c) a U b W Cn E z _ C J _ CU O L_ \ � O L.L U O W U ICU m O CU CU W W Z z J Z Q J a. SHEET N0. PA 1.0 i 1:11 ➢t-lkv Florida Department of Business; & Professional Regulation Building 0odesand Standards Product Approval Application Detail Page 6.f9' 10 022 2Entlbr or 2ft Date Data Pending 22,(g Type Version Manufacturer Contact EadirieerB1-ioen9e Validated 8v Validated Submitted. FBCAlliout egyroveQ &sty - Revision 2GM Then -Tru Corporation- Steve Jaspersan Lyndon F, Schmidti E. Ryan J. King P,E. 10/0712021 M182021 10113RD21 12t15=21 Approved Cat 'r. Category. Exterior Doers 8 _8 (. OOJ 8A3 7 2s PE43449 (813) 787-6558 Subcategory: Swinging Edal Door Assemblies ejaspersorl®thannatru.co ComplianoirMathod: E,,aluatori Reportfrom a m Florida Registered Architect or Licensed Florida 11 �-SSrL48t-F,3Pr3dUC1SI Professional Engineer -. _ _ , ....,4 - Ouagty Assurance - Aonrbvedfextrse AA�pjpyedldrUae - irnact. J, Jam. a-# Product Model..NdmberorHame Product Description Contract Expiration Date in HVld2 Outside HVlfZ Resistant. Pressure 1 a. Thermal Fiber -Classic and Snpoth-Star . Nomnal'Slill&guccNon Impacl3oll Opaque Composite Edge Fiberglass Single D64 1213112022 N❑:. Yes No. NIA. 2 aTru b.ThermFiber-Classic and'Smeoth-Star {Inswing/Outswing: X configuration) Nominal U&#598&quotNcn-Impactal Opaque Composite Edge Fiberglass Sioor with O>,or47XO 12/31/2022 No : Yes No NIA: 3 a Tkerma-Tru Freer-Classlcand Smooth -Star - sidelieN(Insmaglo�wirg<x ao.Flqumbona)' Nominsla&#3B 0.aquofNon.lfnpaet$quota Opaque Fiberglass Coniposhe Edge,00I Onor vi f11 or 12/YV2022 No Yes No NIA 4 d. Thernre�Tm:Fiber-Classic and Smooth -Star wlthoul sideldee (I nswingrou{gveing: ?i O)OI confgurati0ne} Nominal 7&#),O li,querNon,Impad8quot; Opaque Composite Edge Foergiess- Single ,Dom 12131/2022 No - Yes No NIA 5 a. Thermal Fiber-Claseb and:Smockh-:star (InsvAng/butWing; X connguranon) Nominal 7&II&quotNan-lnpact&qudk-Opaque Composite Edge Fiberglass Sbgie Doer with Sdelite(s) XO; OX a OXO 12/3112022 No Yes No NIA 6 1. Therml Fber-Classic and Smooth -Star OnswingfOutsWirig configurations) Nominal 88N39,08,quothion-Impent&qu�Opaque Composite Edge FlberglassSjnglea Door 121312022 No Yes No NIA 7 g. Themse-Tru Fibor-Classic:and blmoorth-Star Onswin lOutswilg;: X cohfiguiation) Nominal s&#XoZquebNgn-lhlpcs,dkQot; Opaque Coinpoaib Edge FibagewSingle Door YM 125172022 No Yes No NIA 8 h. Thermai Fiber -Classic and Sidelde(s) (Ins,minglOutsvAng;:XO, OX a OXO wnfiguration0) ,._ Nominaj s&#39.0 &quotNon-lmpad&quot Opaque Composite Edge Fiberglass., Double Door Wth or 12131i2022 Na Yes No NIA 9 ).Therms-Tru ibex-C nd s oot -$ r h.. F fdaeiga .m h.Sta :whthout Sldelitps Ilnawing/©utliviiiing' XXor'•OXS(O. :contguratohs): $9. :..`h. ;.. Nommak$&#348&quaG Nqn lmpaar&quot„Glazed Composite Edge FberohMa.,.$imikr,0%r .. 1213112022 No: Yes No NlA. 10 J. Therma-Tru Filter-ClassuWand-Smooth-Star '(InavdnglOutdwing; Xconfiguration) Nomnnal s& iiliqubtNon-impad&gLlot;,G12 ed Coed pan@ _. Fiberglass ikth Edge Single . P _ 9 g 9 ,. 121,3112022 No: Yes No NIA 11 kTherni Faber -Classic and :Smocirm r Sidalte(s) (InsvitngroutawAtlg; XO, OX o'bXfl configurations) ' Nominal 68039:80ilquot,Ngn•Impact&quok;: Glazed Composite Edge Fiberglass. Doubt-- Door vi th or OXXO 12131I21j22 No Yes No 'NIA 12 I-Therma•Tr,Fiber-ClassicaadSmoatir3'tar Without Sktel&es (Ihswing1OujbAI XXW tnngguraterm) Nominal 7&JI&quchNon-lmpadfici oX;Glazed Composite Edge Fiberglass .smi ki0ocr 12/31Y2022 No Yes No N/A. 13 m. Therma.Tru Fiber-Clessicand.Snwoth-Star OnwangrOutil Xwnfiquratlon) - Nominal 7&#S9,0&quctNon-Imps t&quot Glazed Composite Edge Fiberglac;;Single Door with 12)3112022 No Yes No NIA 14 6. Thermal Fiber -Classic and-Smooth-66ar SidelOe(s) (inswnglOubYAhg, X3, OXaOXO configurations) - Nomknal8&ir39,0&quotlNon-lmpaet&qu i;. Glazed Comjtos7te Edge Fbergloss:Sing(B LToor 12al=22 No Yes No NIA 15 :0. Therms-Tru:Fiber-Classic and: Smooth --'hair pnswdnglqutswkg; X ronf{ghraon) Nominal 8&#390 ubCN6IInpact" Glezed Composite Edge Floe. lass 9mple Do¢r with sidehfe(sl ing: XO, OXO 1213172022 No Yes No. NIA 16 p.Therma•TruFiber•Ciassoand :Smooth.,S(ar onswirglOutaI OXw mnfiqurationa}. NomknalU039'OAcjuotNon=lmpact".Glazed Fiberglass Composite Edge, Fiberglass Cootie Door W11h ar 12/31JYd22 No Yes No: MIA 17 q. Thermal Fiber -Classic and:S-nooth-8tar without Sweinis XX or.bXXO configurations) Nominal 6&i#39:8$qubtlMon-lmpact&qui Opaque Composite Edge F7henglase-Single Door Wth 1213112022 No. Vas No NIA 1e r. Therma-Tru Fiber-Classicarld is ooth-Star Transom(Inawi rroWarwng AIX configuration) Nominal Saif39;8 &quot ilon-lmpacBquct, Opaque Composite Edge Fiberglass: Single Dew, veih SidelibliI Transom W.Ri Out-irgi O -OD 12/9112022 No Yes No N/A 19 9. 7lierma Tru Fitter -Classic and: Smooth -Star and (In , O/OX or 01OXO connguratbns)' _ - Nominal S8&grmt;Non-Impad&quot-Opaque Composite Edge Fiberglass. Single Dore With 12131f2022 No Yes No NIA. 20 t Therms Tru Fiber -Classic and Smeoti-Star Sidalitai (InsmngrOutkWV_ XO; OX or Continuous head and Sill configurations) Nominal SlLl likluot;Nart-Impactilol Opaque Composite a Fiberglass Single bow wlih Siddite(s},(Inswling/Outsvring; C3X0 12r3112022 No Yes No Ni 21 u. Thermal Fiber.Class{o':anc:Smooti•Star XO, OX a Continuous Head and "Sill configurations) Morning[ 6&W'Sagrr4Non-Impeatitil':Glazed Composite. Edge Fiberglass. Single Door Wth 1U3112022 No: Yes No' NJA 22 Y, Therms-Tru Fiber -Clan iio and-Smooth-6te.r aldenill (nswmginutswang Xt3, OX a OXO Continuous Head and $ill configurations) Nominal 88dg9;0squet;Nan-lmpao4quot;. Glazed Composite Edge Fiberglass Single D❑arwitth - 12I3112022 No.: Yes No NIA- 29 W, Thermatru Fiber-Clalao and Smooth -Star SidelSe(s)(InavAng10ubliva ;: XO OX or OXO Continuous Heed and Snl oorifigurations) NomInaltl&i1 acluot;Non 4misect&qubt,:Opaque CompositeE.dl Flbtiolass.Door Panelswfth Vented 1213112022 No Yes No. NiA. 24 z Thermal Fiber-Classic.and:SmoothStar Sidelibi (IrlswinglOutsvirl XX, XXXorXXXK confgurvi 1. Nominal SSill &quetNon-lnpiaci&quot Opaque Coedppoossi.•te Edge Fiberglass I Panels with Vented XXXXX. 12/31/2022 No Yes No NIA 25 y. Therml Fiber-Classloand "Smooth-.5tar Sidelite(a} QnswinglOutswytg'rXO or .. XX oonfigumficrrs) Nominal 69#39;8&quct;Non-Inwet&quot Glazed Composite Edge Flborgli Doer Porels s4ati1 Vented 12131/2022 No Yes No NSA 26 z Therms Tru Filer-Claselo and Sniooth-Star - Sidelite(a) Qns,WnglOuenvirig; )OX )OCXor)O=, configurations) Nominal 8E :0&grwtNon-Impact&quota-Glazed Composite Edge Fiberglass Dom Porole, Win Vented Sldelltil XXXor XXXX 12/31/2022 No Yes No WA 27 2a.: Thermal Fiber-Classicand SmootlrStar gnswingrOutswNg;-X.0 o01 figumllons) Nominal 8&Iliqur.0on-mead$quot'Glazed Oomposite Edge Fiberglass Seigle Dow wth'38#39;f) Sidelihe(s) XO. 12/31/2022 :No Yes No WA 28 :zb. Tharma-Trii Flier -Classic and'Smootn.5far (InsmnglOutswdng; OX or OX0 conrguraflone) - Nominal lit& W1 111&quot,Non-lrrpadnial ;'-:Glazed Composite .Edge. Fibaf la his Jaor. hi 12r31120?2 No: Yes No NIA 29 ap;: Thermal Fiber.Clal arid -Smooth -Stair &#WsieaQnsvAroloUtll OICKO cvnfourehgn) - Nominal 8'0&quelt,Ngn-Impact&quot:Glazed Composite Edge FberglessSingle Dow with 39#349 51 its r.3UF04m XO 12131/2022 No Yes No NJA 80 A. Therm -TmFlb rClaeslaandrSmooth'- - r a _ e Ste, a n win ,; OX Ol � ()) ll s. !11 9.. configuration Ina118& aa}}' 8 a n-I -.'G Nom . #39.0 u. tNo m pt -. Spiv knzatl g Nil C- rn P�o Edga Fiberglass :Daubla Do wvtth 3&?13B'0 12Y31120 22 Nis. ss Y.. b N . Nl A 81 ze..Therma-Tru Flier-GassicantlSmootiSter Sideltes Jlnsw4ftglOuiswing; OXXO mndgur111 hlomVhal7a6&pa9;0 &qugtFlon-tmpact&gtmt'::She lrer 1213112072 fW Yes No NIA Florida Department of Business and Professional Regulation Building Codas and Standards Product Approval Application Detail 3115/2022 F05259-R31 code P. VLE DIM 2M PM = Status RM Version Manufactures Contact Fbiglt r Validated By Validated Submitted Pending ARaroved Approved Revision 2020 POLYGLASS USA Maury,Alpert,. License John W. 1D12672 20 10/22IM20 FBC 0 12115/2020 Category: Roofing S954233133OSmalpert@polyglass.com Robert Nominal KnezeviGh, PE ARRrnval SubCaie o A'PE S9183 i95A) 772.8224 111011202/) Underla .ymerlin Compliance Method: Evaluation Rapartfrom a Florida Registered Architect or a Licensed Florida Profess oval FL#6269l Engineer Products QualljlyAssurance gpp ra.t Exoiradon A02Dsjy Ili HVHZ Af?INt)VedIUSe jjg � Outside HVf4Z j Desltln Pressure SrLy# Product Me", Nurnber'.orNama..I Product Deaort Bach 1 PolydassRoof Underlaymerts RedingunderlaymeMs 10121L2072 No Yes NIA 4Ml/V-e22,5 1 Polygiass Roof Undertayiments, Will Polyglass roar underlayments foruseiin 1`8012232= - Yes No WA MIA HVHZjuredfeboni 2 Poiyglass RoO Underlayments (%on-HVHZ) Pollyglass rod underlayments.1 use.Y1 42123t2023 No Yes- NIA +WAt-622,5 - FBCn❑rr-HVHZjuds"ons 1 Polygess Roof Undedayments(HVHZ) Polyglass roof undena(ymentsfor use in FBC121232023 Yes No WA NIA _ HVHZ Jurisdictions. 2 Polyglass Roof Unde"ents(non-HilHZ) Poiyglass roe undenaynems, for user In 12/23202.3 No Yes- NIA -WAI-622.5 FBC non-HVHZ juriadlitlonce 1 Polliglass Roof Undedayments (HVIfTj Poyglass roof undgdaymalfor use in FBi Yes No MIA NIA HVHZ jurisdictions, 2: PolyglassRoofUndedayments(non-HVH) Pplyglassroaundedajgnents,foruse;kl 12a3i/ 123 No Yes NIA 4WAt-922S 'urisdictio e FBC non-HVHZjurisdictions. 1 Poi ass Roof Undli men s HVHZ` Pol la roof under) e s for use in F 12123/2023 Ygl_ 9p day t (HVHZ) yg stir M s 6G Yes No NIA NIA ...gym -. HVHZ jurisdictions. 2 PolyglassRoof Undedayments(non-HVHZ) Poyglassroofundedayrnenifor use 'in 12123Y2023 No Yes NIA 4WAI-622.6 FBC men-HUHZ jurisdictions. Florida Department of Business 8•Professional Regulation Building Codes and Standards Product:Approval Application Detail P O10(7 100=1 221h Rinfilly or jDid. jfy Dad hrul m J& I= version Alismufaiewrier Contact Endafear I Lhawe Validated Witt Nwul,ladl Sbmuad FBC'Agarl A,-ved all Revision 2020 MITak Inc.EdnWawen ItCC-YdOAtlpn SaNce, LLC IGC EVduadonService, 08M 112027 08Mfk2021 dBlt2r2(121 ApPrared Cal07omv Saudurel Comp eente. mlo oE&BS35 LLC. StibCalegary: Tres? Ades. an aldenor ih.com 42Q5) 599-BBK Compilanc9Method: E4yt4uaicin Report from a. Se Product Evaluation Entry q., c i� ga:-: -..... OuagbAsauraim Aperocred for Use Approved for Use Iffill PAl §MA paigug Mode), it"eror Name Product DaMirlistlon Contracrtkdratlbnoaln In NVKZ. Cdtsldo HVHZ $g91�1t pleasure 1 M18AHS I 18 I high strength truepeohheata plate IV814022.. Yes, 'Yes:... N(A. NIA 2 M188HB,. It ga. super high -arenahtmssconnector plate 1213120Z2. Yes: Yes WA N/A 3 Md116 18.ga: truss cennedpr plate•. I2131,7022 Yes: Yes NIA WA 4 MTI8Hs 14Ihigh :strength I.-connedwplate 1213i13022. Yes. Yes WA NJA 5 MT20HS. 2d ga high strenglh:I connector plat I2131I2022: Year Yes. MIA :NIA 9 TOO. MT78 I as. truss comeater.Piae. 12131=22' Yea Yes. MIA NIA ? TL20, MT20 20 ga,i um ocirml plates I7J3112022- Yes- Yea NIA MA -6-0 N Florida Department of Business & P pa rofessional Regulation Build) ° Codes and Standards' Product Approval Application Detail Yaga'i oft Ira= Florida Dope rtment Of Business & Professional Regulation Building Codas and Startderds Product Approval Application Detail Page 1 W1 viiii Florida Dope rtment Of Business $, Professional Regulation Raga 1 or2 Building Codes alld Standard.- II,S 2b24 ProductApproval Application Detail (wW_') a) a) �_ �r�/r�� W = M I O L Q . -- U /� Li � U cn (^� (U � 1. C) W .�I U 0 O .0 �- `v� 0- .= -'I U O -0 L O LL 4_ CIO //-+^ vJ ^' W ♦� .0 W CU i.t. Ssk &dl'i o am_- .lit tie pearni R -- ._ ... r])�. Y4L§lg8 Manufacturer ErmYreer&Wr-6iise Vdleatedt4r Validated g ad_rth ea -NBC Adtiroval $ppr�rgq eta ue. _ Antarratlon. 2820 Casgreil Win Jars Rosowdd hfarrd-Oeile BCCO•CER :(78 ii}15-2BCCO-VAL tiN5Rp20 iil6$t2020 11/1172020 Approved CateawyWlnaovls. (94U488-0i00. _ (786)3154590 - - Subcalegar)r Single Hung Irostemilditpsonduteral CWWII ran Method: Cerliteett. Mark a Lh elnd om _ ._ ,... .... ` , .., . ,. .._. �:: , -. c1f2a9ei32a,15raenrers ;::. ..-_ ::: :-: ,._ -..: dily.Aewrarae Aoprgvegfar uas - Aoorayedfrff Sae Sag. ImaM6, ! S.Q# Produd Model. Numherarflame $44L$.i2ttg19P8g11. Coryrad Ekdratlon Date- Y+HVHi Outelde tiVNE jieg(g(@nt Weswre a aH5800 tar a wsde Impact) SI I.Hun Wndau Q713072025. Yes Yes Yea WA t . 9. Pa...) !!9 g .. P Entity at &ate l atta Date Pending 1ffit Ty venter, .30r1( RL [ Endiwx&-Llredso V.aVUhad FBCAgenval' Approved auk. . ... Re s end s _ i... 1tr182 20 gsnn 2020 I ndays n Dow t e n Arcs era cram ich PE 1122/ 1 2732i)20 0 M Yell Want Sltpnger Am. Ace elect I tit M Ua' 2020 .. avrirovad _ iat _-,.. .. Category: Windows rT171385:1300 Manufacturers Association 1717)317-8454 "Category: Fhrod tislingmaill. d-con, Compliance Method Certification III g' Lld-ng ,.ffiM34dlKR14 Pre .: s _ __.. �.° :, ,: - _;. - nvetlfia Usa' nvedfgr use. 811811D'$tlffiU9Wd. Apo Anpr IMQHgt li�NO. $Sg;$ Product Model, Nranb�ai--tiertre Product asserroaon COMrect lzdretbn Dale In NUXZ �Oulsltle NVNi $gpler@gS Proswre f iss:III 73.72.Insulated Class 04/032025: No Yes No +15i .Qft EmSv or 1 2L Date Perel )o 'ManufacturerEnd-.&Liesns. Vagddedav FBGAcknici jyg,@ y8111gD. j( rr BQJ>@Jy9 aRt$iii .... ReNsko ?a20 Malabo) sand Doors 8ran(.365.30 AmeOcat Architectural (7ln3kl Undl, PE ltliue2o2a 1�092irm 10ttW102tT :A�rroren Cdepory: Windows f7171385.3300 Manulecfurers kssrrcladwr k717)317.8454 - - - -- SubCaeeary: Horizontal Sides bsihhgarryintev wn Oonplmnce Medi Certification Mark Or two __ _.._ _., - ,.:_ -... ... _.<,. .,. .Re, products' -._. _...._ ._-.._ -:--____. "' gudld Assurance ovedfoUse Quad for use. e� :Auw ApDf .. P Resistant §pa$' PraduetMo�I.Mmbar an Name Ergr�g[gp :Cards tiErdratlan Data In MIXz rNrtslda MVHz 8gg(gtgq( Rmsvnro n a - ahie o- :ea ' 5 1 He 186 F1 and Fl npe. Fr _. 73x82 naularrd Glass OV18/2024 N ., Y , No' •3b1.6 .. Ccder TVO` e� Manufacturar ' A1Mi IIndustries: nA1 pn 2020 Category: lmnddtry'. SubCati gory: Fixed Cwnprm.s Maffrod:€aIr1ca110a Mark':er Lispng o jr)dM.13ua24Prndueta , . ,. , a-# Product Model Number or Na - 5. PW-5520 I Mlsalk ImpaI jrceo#aklapg lydtrdnagc om ProrJyi,�Deacdpton V,ry1 Fixed (Mndra Pager at IM=l 831e Florida Department of Business & Professional Regulatton Building Codes and Standards Product Approval Application Detail Peee I. rI tFemzl Florida Department of Business $ Professional Regulation Building Codes and Standards Product Approval Application Dertall Pei Inlyze l .Qu Entibar R" aLtg. OdeParrdina 2" ora Rate g[ Tech .Call CalPM19Mgets Approved Rat lyz Version blismifteturer lincrincel License. Validated Ity, Widened submitted FBCAombYel.. Approved +jai. Version :Man aaturar Contact Engineer III tee Validated 1W Sttbmwtae FEAuoroeat gpgrgvild starves '11M 1/2020 AlRe>7san ..-. ..:. i",020 MI Winders and Daprs. .... Grant Luis L s:.. even M. Url E crap Sltdnggr L R vent , PE S M en, P 1 1.0/08/2020 0/0872020 19I19J2020 127152020 Appraveq GT r 2 P Indus! as Atflrmetial... 2b., 0 I. . Jere Al s r " W tl' S CO-. PER W. side BCCO- VAL J. n o pw In and LYa e C C mil p 11A151�N7 11I05I2020 .... - . ,. - 1 11M 120 20 ,. , a Appr4±9,. ... .... ... Categew. Wndow, 365.3300.. PE42514 .,.. (71T)317,8454' ._. -.. ,. Cat0q%mrvdodowas (941)48G-0100 (RO)31i-2590:.. Subcategory: Muldcns. 'i lealdlndarililmiwd.00rn subcaragorr•. Mutllm§: Irceanklilhpgtlndusutes.o ComJimes Method: Evaluation Repot inch sir Compliance Mali C.rufaefl. Mark sir U limp om' Florida Resdgterad /vehltrct ore Licensed Florida- ,. ,., - ,. , a ..:.:: ,,.,- ".,, - .,. ,.„ .: Professional meet Ens , :, tmg:s3 24ntse ,. , .=;' ,.,,,a< . ptbdMla - ,.., - ',. .: ,.,., :. :,. ,, 11�.. .,, ; ,. tnrrdlly Aswrenn Agorgredtar.11sa &-�rmUsa Icppird DSBign asslymit pireesium '. , ., .',, ,, '"` ,. -11 .,. '_" , ,. Seok.. Product Model. Number or Name- Product Dascriction Contract Ezohallon Date InHVKZ.. outside gftmalt Pressure. Yes. NIA Goal Assurance Awrsvadfor it,, Atsbucwd for use jmpyd Deali 1 Muaons WAll I)i and Windows: Aluminum Mulgoner 05126025 Yes Yes. Yea WA aw:# pi'edtet Mudd. catarrhal Canha4lEstill Date in HVN% Outside NVHL Resistant Pnissura. _2' 5794 Vertical Aurrinum Mull t?I314024 it., Yes Yes NIA Flodda Department of Business &Professional Regulation Building Codes and Standard$. Product Approval Application Detail Fall oft lain 2Y' ended:«. Bate Rg4,: D41t Pam. e IS!ga version manufacturer ContestEndneer&LhCarrse Validated By Validated submitted EDO Aticul al gpA rowed Siam R".kn 2020 James Harl Bulking Products, Inc. Chad Dlarcks YAnd", Tan Johs9egthil P.E: 0110512021 12K4nO26 0140021 :cling Fac Apo Cdagory: Panel Wall's (WO) 545-S35b PE-OT002 (352).307-2529 &61CetegpM eking ahe�d.dl.reks cmead har Compliance Method,. Evaluation Report rem a- . Florida RaglseredArchn_ ecf ors Ucersed Models Prores3lond ryhgtnea - ' =, ` -.. .: -; - ._ . �, 34S2Ja produrda f�if_e _.__. :' .:. ... _ Oirdny Assurance Averolnxefousa Aooroved ter Iles. Impact ".. gQgA Product Model. Number sri ante Product Deacrbtan 'Contract pxolydlrnt Dete: :1n HVNL:. outside "i agryS68t ftsauns 1 Ownpfank Lop siding fiber -cement lapsidng 12P01/2023' Yes Yea NIA NIA 2 HwdlvPbnk Lap stirs ibe'-cement lap alone 12/312023: Yes Yes NIA WA Rol Department of Buslitass & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.2a1`2 im2Qd1 5444 EnOtL D° Date Date Peron, gat Im Version Manufacturer Conrad Eneaner&Waans.rvandal av Validated aubmil FBC:Aupreyal Baorgyl4 am- Ple."ln 2020 A.Ide Nick Thompson Lyndon F. S.Il P.E::. Ryan J,Kbg, RE (2J15t102i lim5rm21 02r222621 04M32021 Approved Category: Panel Wall 1330)822-2389 PE-43409 18131757S555 Subcategory: Sdfia' nthdnpew &eid..com I CompllendaMathpd: EYduaum Repot Rome Florida iiesishredAr6lbrct ora licensed Florida es Professional Engineer - _ _ _ __ Quell, Assurance, Anal for11" Aaorovedfor )mesa ;:, gsrlgD tied A# P,.dud Model, NumharM Noma Product Dasalption- Contract-Pxpireton Oct. In HVI dtddM HyHZ Rasntam. Proseura 1 a. Bquot2l"Ouer Sofft: Vent or gold Vinyl Will 12/3V202J No, Yes'. NO WA 2 b,&qud,Alllanee Tell sell Vent or Solid Vuryl ,Will i213irm:i No Yea No NIA -3: c 4:quecGrelinti Vintage lieed6d0 ROffi[: Vent or Sold Vinyl Solft 12131,2023. Na. Yes No NIA 4. :d e,quot:Diiii , I Vent Sell Vi lSefa 1V312023. No:. Yes No, NIA 5 e Aqud;Cherter Da1,4quot; So1Fk Vent or Sold Vmyl Sdfft, 12/342023 No `Yea, ND NIA 8' f Aqud Super Spanli Si; Venter Sdid Vinyl Soffit 42131i2025 No: Yes N. NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pearl at 101971 i Florida Departmment of Busirri & Professional Regulation Building Codes and Standards Product Approval Application. Detail Pawl vet Icyo21 Florida Departrnont of Business & Professional Regulation Building Codesand7Standards Product Approval Application Detail Pao I pit l9wi 22ft Emitvor 9* Don Pending ids 990 firift or ewe Dan Penchi an age retina or ,gffirt 2ft _.carsPendhb 2£t4 Jypg, SCrnjga JD,apufecturer .. ( Endneer&Wc'dhse Validated au Validated $rdYYnited :Fai:Aoomvel Bpggygg �yyg; ]jgta.yorolat; raamdacturer ,CaNagl, Endnax813aariso� V I ciao Validated eefe `- oada<od.: ubmittad... V S FBCAnorovd Spgrgykg g(�yg VaT.loh. .Man Manufacturer 1�«pp Sleet r .0 tact eirgmea &Wpmsse VdWend'lev Valid Submitted RBCApproval ad dad ^_ A status, Nslon 2020 Re TAg1KQ: auOding Products 44C ,.._.,. Kerr)Eden flobad Niain{nan JMn W:Wl4sawph, PE iAb4202Q 06IZ92030' lgrfy?020 .... ,.:,, 12M.SrS020 roved App.. . _. ,. I Re+ilplan 2030 eba'Thom son cmtecthrra ,... ,....:. ..P Ar .._. .. _.. .. n: Christmana R.; Steven l&lAiph PE Tony Z diary.. A[ssl ... 09I1712420 08178T2tY3d. ..._. 09 020 2?2 12J15r2020 r ' a :APP cue toe a sin': RerAdal 20 F d and Product 0, ..... 20 4i , Clark Jditee JsmesL raker, pill eleven M. UNth. PE INt ...., ,.. ., .. :.., .1st 9 10 42020 12M 20 0927/207A 0 25202(I A E/29 .... .•.. -t. Approved Ap . P .. .. .. Cd.go y: Rooang _:1 4171824 8E44 PE5b1s0 954) T72;622A -.. we ii company Maels CortpanY t7AJ4COry. IT . ,... 8131248.3485 PE T402Y T)31T 5454 CMepory Rooing .. 4 0 e -8.. (90 ) 783 840 GBUCK Engna nb 7 ) 317 454 aul"Cetsgnty: undoFLeymanls:: kem eaenliltempo,cam Category: ROblhlg: toiyawpm.1.11 gfatg:com 84bCdeol Rbain ,0 Apae36arkeA that arc ell eterK@namce- P6-31242 Campilanes Method: EvaMahal Report from a "Category:: Rooing Aecessgnes the era $4 Integral Part Drina Rmfng fa I m integral Pad crime seeing system Compliance Method: 6ydddrm Reportfrom's Fladda Registered Ardili'ed ore Licensed Solid, Compliance Mehod: EvaluationReponfiom s. Florida Re Iate6dArehltect or a -Licensed Fledda Profasabnd En&meet FloddaR Iste[edwchitec t ora Ucenmd Florida Prd island Enorear Lfhisia:IRawddnrue - i .„; -. ,_ ProressMnd En ' aer inn - E$IT-Re, rtr 'rvdiE[E ,. -.. '.cud AesuYailoo L4'Y. A®rowuf forUsa r vac Use d Ala few !roast :near."_ "Pt1.na9'ie-Ra-Prduusre ,,, ,, W ,.- :-� ; - .,, -- ..... -_, .., ( ,,. ,,,»z:. � , :., :. -7.a , :" ,i:. r ,._ , r.'. ..-•, .... >. ._ " ','. -' ', , -.. . .;: ,#..' , , • ' ', ,' ...:. `_. _. _. -, ardauAsaurautae AIMPO efor use. ,. �Aporovedfor Use ct , Num ar artiame - Sig i� Produ Madd b Product D",I,tlan Cordrad Emirallgn Del.: Pr jln }jtjj4 Outdo# HYIIZ. ${kiri� '.e11i11N Asaurenca - ApwoVedfor Usb: AdprovadTor Usa.:: lmgpal DeNal : - sri Pradatt Model: Number tnr rlariia 3a _ product n'asutatrat Contract'F_seirdlon tide p1.11�Ib: Duteitla.VIVKL $may: Pressure. 1 TAMKO RoofUnderhym4lMs(HVIi20. RoduntlatlaynimHfor uaeklFOCtrV}2 OBf282023 Yes No .NIA WA emu product MOW, Number or.i4anre $9t&ISI:g119D cmhactEmkatiehtlata foriwii OuteidetlyH2 @lria{alit P 3 3-FLAMCO dquct;RV 10 Ridge VeMB:quct; ANminuM Rltlge Veivapkched roots f�rlaatetl i2/31f2024 No Yea Na WA jurisdceene: 1 TAMCO Flat Top Oft-Aill Vent with Santa for The 26 I state roifverrtlator *tin bilge 0a/091202s Yes Yes I WA from 0.026'Ahni 2 TAMKO Rod Unearl2ymenfs4N0N-HVH2). Roofundedaymairts for use In FSC nni-HVW 05r2B2023 No Yes NIA WA 2 TArdCO OomirecrVara 26 pa. OWN12M No Yes NIA W6525 ]WIsdotell 3' TAM,0 Off -Ridge R00 it with Balk 26I&she roMventletor with integrated bama 08,01 rI28 Yes Yes NIA WA 4- TAMCO Round Top Off-RMOa Vent with Battle ter nb 26 as. state roofrenelator with bal oal' 026 Yee Yes NIA WA Florida Department of Businel Professional Regulation page i orl Florida Department of Buslrwgs& Professional Regulation pegei aka Florida. Department of Business E Professional Regulation peg. t of 1 Building Codes and Standards lnrm2i, Building codas And standards : lfraoll Building Codes and Standards i125022 Product Approval Applicadort Detail Product Approval Application Detail - Product J4ppravai Application Detail Q .(i@ )44 Date Pntdind 2n Entity 2111 Bats-Andfle, pats Entity or -gate Date cam Pendlig Date Code: TTYM )Llgtiad Ma unaturer ErNnesr& WrPttie V�dated81 Winjdml liko t Ae FBC Aoomrd Status pg Veralon Manurxturr, Cywhreer& Wrerxe. V.IMded Dr ydmdad Submitted F9G Momrd j� Version. Manufacturer Contact Engineer &License Vabdatad By li Apo owl :Approved Status - Rension 2020 ldinnco � p P.E.E- Steven .0 ck PE KamnaJdby JemaaLa�imer,P-ev�nM p t1/23/2020 i1F23202Q tir2812028 ring FBCA1$r ReNSICn 2020 Berl eo6i R g Mndusen Rabin VPNO UmfpimEvakiebon G W. Walker - arlr 1fAl3/2020 11A)2r2020 11105!?020 Approvled WRobinson Revision 2020.. Global Protection Pmtlncta LLC. ,. .Tr t E. John W. Knezeveh PE Tim Ro itson e A p Jn P. 08/08R020 -, , 09f08J2020. 121Y20. lofot 121152020. Approved PP Cal": Roche (501)9B3-s163 PE-31242 (717)317-8454 Cdegorr: Recent; (801)38g60gi Skn4ees LLC: (2li 8544IN Category` Shutters (g54}869-7545 PE-44167 (g54)772-SM4 SnbCaagory: Recline Aausswlas Matiecan kjdleyakmenoo:com SuhCahgory: Reoing Tics RdelnAndewonillOor co SubCategory: Stern Panels tim.robinsernCilppentcom n Roos em canal 4 Sysi Pelt lanesEydudi R C Ilanca Mandel Re pm:a a _ pot Comp m Compliance Method: Evaluation Report from a R Po Co CarrPllann Method. Evduedon Repgd:troma Meth Product Evaluation EntaY Florida Registered Architect or Licensed Florida Rodtla RegistereclArchgeeter a Licensee Florida ,: , .: .:: - ..,, -. _- , _ ,: ., :+, `' -, --:: - . Professional Engineer En n Professional as ✓r -.FL&yaAS,.RUa.Prbducts -.-ter- ,' , c .•. , ;::.. , _`; , . `. , i. .. -.. ,r _ ..:;'� ..,r. ,,.. , .,^ , :, . •, - - ..,.,;-.. , ,-..--. - ,.: -. ; , - a: _ , , _ ...,:, , ., _:: ... ,. , , , -. __ 'ef` - , ,.., ,_ .: -': , ...,: , - ,., .. , . ... , >; , - :: .. [ ., - . , ,' , .. .' .. „ CaW e Aa I911114 •--ilk-.-,.. pnrowGForuu A Ago, ranetN9Jae ImRiFt o.aM" , delis §$T31d ., .:.. .,.. ,.:::. ,._. -. .. , ....... :... .. ... _ ... . . , ;, , ,. , 8 W t gm: m ,pr Name, d M I Nu hx Product tlavarlptldn tick ExdrptionDda { Font In HVN Z-:Duteais HVHZ 13ktlsiaDf Pt:tsgn: llliUk AsauiaM .Approyedfor�use pprnved rUse. i�._fP Impact. Raffiee ,nlaB tv Asehydnae R ou[ovedforuae rMnravetl for Use Impact 2a51g11 1 0 ton eke slat Coon'-.:15i to at Old' iah Se leji try a . Sp 17rg1 Y 0. Flat Rotlle•Damrd CO 12131202 0: N o Y ea A W' MIA B u b A Product Mbtlel.N m @r or Name rat Product CeaCYiptlon GorR tl ExoiraNOn bake k V : Outsid V nH H2 eH H2 ealstant f? _ Prelim re aeu# Product Mode{, Rural or Name Froduct Description goolau.0ilginnin oats InWHL outside RVHz ggslx= Pressure, -rneteh AI impact - 1 '20 Gage GalvanBed SMel Storm 1Paj,0lHVHZ Corrugated Galvanized Steel Storm Pansk retained 12I31i2022 Yes Yes Yes NIA 1 Deak-Ah'i 0!*.4 wTR48uilt Doak-%r'OA-0: LowProtile. Ad lane Pleaka-RvdfVsnt. t2/102035 tacked No Y. Na x'97,51.87;6. 1F. '9axany600-Blare .-hake &lump; Splits '.Stake-- • o o . CA i2 t 020 Flat Proflb SY. skin 1312 Ric Yee. Nil WA - or not by track 5 to proved®hurrlcana protCc(ian... ' tdechsnicsryAt#4hed to Pkrwaoe Desk_ 19' Amory I-.81da Shell44,amp, Split Shake- Fla Prcfle-Rlet. CA i?131/202P. No Yes. NtA NIA 2 2tl-Gage Galvanized Steel Storm FanellVHZ 9 Corru ated Galvanized Steel LoirnPanstsretemed 12P31I2022 g $ No 7-es Yes NIA 19: Simony 700-:Shake Slate&sap, Splif Shake-- Flat Prdlle-Sfnckton,:CA 12131 M020 hb� Yells MIA NIA or not tpytracks to provide hurricane protection. 20 3erany Y00-Shake Slde&emp, Solt Shake' Flat Profile• Rlefp, CA 121312020 No Ye. NIA I W ralas Esprna Jeamelona High P16rle-Katy, TX 12r412020 No Yes MIA I :2B Villa. Low Profile K4ty, rX. 12/312020 Na Yea: N/A. NJA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PBgq 1 011 125022 VVerssi l &�%ePiamliac20 n Manufacturer Corriactr Edgineer &Lora l§.. Validated 'a3 Val ad; SuhmlNatl FBOA'lomva `omi Status,, Revision 2020 All American Shuttgrsard Glass Mike Barbieri Frank L. Eeonardo, P E Troy Bishop, RE. 1(y�s12g20 iWippmo 1110512020 12iW020 Approved Categily Shutters (561)712.9882- PE-0045549 (954) M7.0880: Subcatill Storm Panels mlkebCalemericanshute Compliance Method; Evaluation Report from a rectum Florde, eg e R later dArchdectora Licensed Florida Professional Engineer flit-76sg(Rs Protltrtlts` s . , . .. _ .. .. SeaA Product Model, Num Darer Name: _ Quality Assuranrx Abnrowilfar Use-Aborovadtor Product Deal t{ion Contract Expiration Oat. in HVt2. Use outside HVHZ: Impact Resistant Design Pleasure 1 24gaGalvanized StaelStorm Ponsis 24ga Galvanized Steel Storm Panels IW310022 Yes-- Yes Yes WA Florida Department of Business & Professlonal Regulation BuildingiCadese and Standards Product Approval Application Detail. Paget oft ikl / Z1 Cal IE�g acts Panel)- Josh mm Version Manufacturer Bontaa: 9gbeer a uteaes Validated Ill veil Submilted FI AlarWd Approved. Btatm Revision 2020 Weyerhaeuser Rdasiildm. IOC enal-oSii LLC In Let-,. P.E 02/02120 IMVA20 OZW2021 ApPro,ved Cassel structural Components' (25.3)924-61719 less)E3e-328a SiSCalegwl. Engineered Lumber Rdxrt.19.1dn4nililwryerha Compliance Mefhbtl; eyaludlen Report from a ewar.com Product EvalOaUg En* - _ .., _. , T4t1A 11, .: ., ,. , .,- ..: w. gu ill A erd"i 4 use Abormad ter Us, llppygi, Clasen Sea it Product MorNL Number or, Nam : Product DeeeNMlan Contract Exelratlat pate in H1AiZ:.. ¢}(lice HVHL' j2eslstan! Prg¢gyEq 1 Mlcrallem I Laminated Venda[ Lumber 03/312023; No Yes. NIA NIA 2 PanlisinPSL PerilklarendWmter 03031*023. No: Yes NIA Iim 3 TbatStnmd: LSL Laminated Sbend:Lump. 03/3.12023'. NO Yes NIA NIA 4 TJ Rim Board Structural Composite Lumber or Ortonted elrane 031312023, hip:. Yes N7A NIA board Rim Shard 5 Weyertiaeuser Rkm Board Oriented stand Board Rim aoerd 03/312023. ':No Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standard Product Approval Application Detall III I .?11 trim Sstft Entity n. �9*_ Data paleftadmis DIM Mite vern Menpfutgrer contact tnders,&ueeha V-addg- b^-d, .... Fag laiRM a99mx4g sr_e. Revision '2020 All na UY art L.A. ICCtveluclon Sisvkce, LLC. William M:Ranidl. PE a 10/31120 20 IDY132020 ilA6r202D fiI06n= APprave d Category: structural lC+mPonens (321)710.3377 (401681-1917 subCdell Ines Plates slawtsgaipiheitw,porn compllanee Method: Evdudic. Replied fran.:e 11 - Product Evalua0on Endty Nins,NT Mmduds _ _� - - OudhtyAssuranes APProvadfaHSe`.?.ApprevadfMUsa la Daum', . S$ :Product Model,NumberOr. Name: deduct Descrinlon Contract Lobill ace. in H» i ouwdeiMff lakeficlurrat limsepme, 1 ITW BCG/A4.bin H19her$hength iH temp: S) Metal ce necter Plate i viii,Ig24 Yes Yes I NIA 2 ITN BCG/Apitie Hill Plate- Metal Connector Plate 1203112024 Yes Yea NIA NIA 3 ITW BCO//trelne Tiulor metal Connector Pate 12fMR024 Yes lyts NIA NIA 4_ ITN RCG/Ail Wave Metal Connector plate 12/31hD24 Y. 'Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page) err 9r rani �g ) Re 1 jest€ Dab Pandind gal Sm Vanillag lihoullacturarr contact Endrreen&Lkneul Veidatad01 Validated Submitted Faakopraad Alsoni ,gam Aitnnatkm 2020 Alpha Aluminum, Inc. Jose Siva Luis R. Lomas -Steven M, Udall PE 11Yta2020, 1 V16262q- i It2anmo Approved Octa y: Panel Well. (4071509-200B PE 62514 t717)317-S454 SubCatagdry: S Ate arphaslurnInumincilit+aho CompllanaaNBMad: Evaluation Repoli tem a cow Fiends ReglderedAahneotor. Licensed Florida Proresslwal En eat dn ,Quality Aseutiorlt Aanraved ter Use .Aoarovod for Use lmaw De41dn §gg�:;. Product Model. Numbaror:Nama Product careened- bract Ehalydl0❑Did. wama oidsm HVHZ Resistant tral-ra. 1: Aloe AhumInurn wid ailvemddANmio rm Sofitl Alpha Aluminum8ond 6amp, Vented Aluminum 07BO2023 No ^tee: No NIA CMU &am ;Woce Sdfit`CMU Stamp, Wald May 27, 2022 0! 4 Z Z W J / C p1-"M C IN CO X MU - a Q C (` ,I •C ca U _v C t(. yr r_ � <f ref) f (i re,, cc,, N (a 0 N n t r Ld I? j W _ r�r _ t (. •."i e'S.'St L� C)..) L.y¢ > ,.7, __1 S.t.rI Cn (1) ♦naw� a) Z = v CIO ICU L_ 0 CL L. -0-i 0 0 0 L ties. W I U ICU M :3 Q � � Fees- 0 L_ ICU L. W M nC Q W Z rrrrrrrrrrreii1 Z Q J a SHEET NO. PA 1.1 N Cn Cu v U N OL ' ' -a N ® Simpson Strong -Tie 2i020 FBC Approved Products For direct Inks to all SST approvals listed. below, CLICK. HERE~ �P�gd 1��o2D • - Y � Simpson Strong -Tie 202Q FBC Approved Products For direc•i lnK6 to aII SST:app als listed below, CLICK HER Updated t2r,30l202D. P _ -. - • ®Simpson - strong .Tie 202Ci fBC Approved Products For direct Inks to all8ST approvals listed belov✓, CLICK HERE pats i L30 0 P..... : • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all 8ST approvals listed below, CLICK HERE. eta 1,213012020 U d d �• O `r n! s_ Q ' " - - a CV ID . . Inf • Far adddlonal amstlon regardlrg Flanda s Statewide. ProducfApproval Systemand Nbami DadeCounly Notke otAccap[anca,(MOPa, CLICK HERE. - .. a d. n FxxadtlNonel Infarmetlwn regsrQUrg ftaltles 6tateWide Product Approval System and RtdanN f3a a x:.a ly atme� Ca tan. NO CDCK HERE. N... x#Ac p._. ca ( A). .. eFer S.ddtbnal lrttormabonraMUr Flondae8teleWlde Pr6�ICt royal. ern-and_Mlamt-Dada Cxiun ag ... 9 APP �. tY ten C CK HERE N-s>f ACCe Ca (NO,�, LI p. a - = d ForaddRionel Inraimationr ardin Florldas Sta[ew�e-PrxxlxiCtA royal errand Mramd Dfl a Caw - Cg.,, _g pp .S}5t. County N Acceptance (NDA). HERE. otlpeofAc an a p., ( A) _ ti FL#2338-R7 FL#10446-R6 FL#10456-R5 11 HUS; HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3. _U) 9/16",and heights ranging from 4-5116" to 11" Concealed flange U §ec # Prod Model. Number or Name ��j_� (gel Product Description sea # Product Mo i. Numtrerar Name gat Product Description sad n Product Model Number or P Product DascMptian version US available for models: having width equal to or � � O Q , � 1 Titan Stainless $teelConcrete,&Masonry Screw .(TTN-SS) 114'diameterTitan stainless steel_masonryscrew 1 A21,A23,A3$.A34A35„A,44 Angles: 1 ET, BTBBTH BrickTes greater the rt 5-9116", L O L 2 APA2I, APA4, APA6 A0VA21 APVA4, APVA6 Outdoor Accents Angles 2 CMST12 CMST14 CMSTC18 cc Straps 12" 1USseries hangers Face -mount hangers available in widths ranging from 1.718" to 3- Q C � 0 3 APB44, APB44R, APV666, APB66R, APB88, APB88R APB1010. APBl 01 DR, APVB44, Outdoor Accents Post Bases 3 C514, CS18, CS18, C820, CS22 Coiled Straps 518" and heights ranging from 9.1 A" to 161: � . O U _ FL#95ti9-R6 APVB44R, APV886. APVBB6R, APVB88, A0VB88R, APVB1010, APVB101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU383-SDS, LGUS.25-SDS Fare -mount hangers ('a O •F -+ y� (� 4 APDJT2.4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressiontf ension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers -0 O > Sea # Product: Model. Number or Name Product Description APVDJT2R-6 6 DSP; SSP, TSP Stud to Plate to 15 LUC26Z, LUC210Z Face -mount hangers . - E Q L I SDI 0112DBB Outdoor Amer" Connector Screw 5 APHH45, APHH40R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7' Hi, H10A, H2.5A, H3, HS, H7Z, HI6, H16S, H16-2, H16 2S Hurricane Ties 16 _ LUS series hangers Face -mount hangers available in Widths ranging from 1-9116"Ito 4- a L � 0- 2 S09112, SD9212, SDI 0112, SD1021.2 Strong -Drive SD Connector Screw, 6 APL4, APL6, APT4 APT6, APVL4, APVLS, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 HeavyGirderTiedown 5/8";and heights ranging from 3" to 10-15116", .N O 0- 3 SD9112SS SD9212SS' Strong-Dr,ua SD Connector SS Screvv 7 AF?LH24; APLH24R, APLH26, APLH25R, APLH210. 4PLH210R 9utdoor Accams Light Hangars 9 HS24 HurrlcaneTie 17 - - MGU3,63. $D$, MGU525•SDS, MGU5.60,SDS MGU5.62,SDS, MGU7.00 SDS F o hangers . Face -mount unt(t3 . . ,. .� 4- -s-i Q 4 SDGF22434; SDCF22y12, SDCF22814 SDCF22700, SDCF22858, 3DCF221014, Strong-Drive,SDCP Timber-CF Screw 8 BVLZ Brick Veneer Cadger Connector 10' •_ liSS2 SDS9,5, HSS2 2 5DS3, HS52 3-SDS3, 1-}SS4.5DS3 Heavy Stud 16 1 err hangers s M U series. g r m 91 � Face mount hangers m width ranging from i 16' g >a g 9. t4 1- �Q . � v J SDCF221134, SDCF221334, SDCF271958, SDCF272358- 9 CST2Z,,CBT4Z Concealed Beam Ties ll HST2 HST3, HST5, HST6 Straight Straps 118' and heights ranging from B 15116" to 19-1/2', 5 SDCP22434,5DCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912 Strong-Dr'nceSDCP Tlmber,CPScrew 10 CJT3Z,:CJT4Z, CJT5Z, C.JT6Z Concealed Joist Ties 12 HTSi6, HTS20, HTS24, HTS28;.HTS30, HTS30C Heavy Twat Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ/ 6KTZ, HTSQ20KlZ Heavy TvAst Strap 20 SUR, SUL. SURC, SULC series hangers Skewed: face -mount hangers: available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SCHR31614 Strong-DriveSDHRCombo-l-read Scree 12 iDS Drywall Stop 14 LFTA Light Floor Tie Anchor 9/16"to 3-9/16" and heights ranging from 3-1h6" tp 1"W. 7 SD525912, SDS25134, SDS25200 _ SDS25212, SD62530D,>SDS25312 S0825412.. Strop-Drive:SOS Heavy -Duty Gonnector Screw g y y 13 FC4. FC6 Framing Clips s 9 P 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps. Concealed flange version (SURC SULC) available for all double SDS25500, SOS251300, SDS25800 14 fWA1+1Z Foundation Wall Angles 16 L,ST149, LSTI7$ Straight Straps 2X and 4X models; only acute flange is concealed, 8 SOS25112SS, SOS25200SS, S0526212SS, SDS25300SS. SDS26312SS Strong-Drive,SPS Heavy -Duty Connector SS Screw 15 GAi, GA2 Gusset Angles 17 LTB20 LTB40 Brdiging 21 U series hangers, Fare -mount hangers available in widths ranging from 1 9116"to 9 SDWF2716 SDWF272 SDWF2724 SDWF27 .. D F2730 4, ?6, S W '' Strong Drove SDWF Floor -to -Floor Screw 16 •- H2A, H2.5T, H8, H1 DA 2, H105, H14, HGA1 Q HurricansTles 18 LT$12 LTS16 LTSIB LTS20 Light TwIst:Strap Wand heights ranging from 2-V8"toi`11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#9b007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTAIB, MSTA2I, MSTA24, MSTA30; MSTA36, LISTA49 Straight Straps FL#1-b667-R6. - 20 L30, L50, L70, L90 Angles 22 MSTC28, M$TC40, MSTC52: MSTC66, MSTC78 Straight Straps sea# Product Model. Number orName Produetlaeseriptlon 21 LCE4 Post Cap 23 MSTC4883,MSTC6663- Pre -Bent Straps Seat' Product Model, Number or Name Product DesedgUpn 1 ATR318, ATRVZ ATR518, ATR314 Threaded Rods 22 LS30, L850, LS70, LS90 Skewable Angles 24: MSTI26, MSTI36, MST148, MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in ranging from 1-0116" to 7- 2 ATUD5,ATUD8-2,ATUD9,ATUD9-2,ATUD9-3;ATUD14ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12.MTSI8,MTS18,.MTS20,MTS24CMTS30,MTS30C MediumTwist Strap 1/8" and heights ranging from 7-1/8''to,SU', 3 BP318-2, BPI/2, BP112 3 BP5/8 2 BP518-3 BP314 BP3/4-3 BPRTUD3-4 Beano Plates 24 LSSJ26LZ LSSJ26RZ::L£SSJ28LZ L:9SJ28RZ LSSJ210L2 LSSJ210RZ Field Adjustable Jack :Harr Hance 28: NCA2x10 12, NCA2x1212, NCA2z816, NCA2x10 18, NCR2x1216 . Bridging Z ,. DGBF-series hangers r „-, ' flange hangers ILAb i widths ranging from 3 6 to 7 Top fin g ange s a a 1e n d r gl g r 3! 4 CNW318, CNW112, CNW518, CNW.314, CNW518-112,'CNW314-518 Coupler Nuts 25 LSSR1..81, LSSR21 LSSR2 37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9 114"'to 24" , 5 CTUD55, CTUD55, CTUD66. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIS, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers avaflable.in Mndths ranging from 1-1/2"to3- CTUD98, CTUDW 27 ML23Z, M124Z, ML28Z; ML28Z M1.21OZ Angles 29 RSP4 Stud to Plate Connector 518":and heights ranging from 7-14'to 24", 6 N3, N4, INS, N6 Heavy Hex Nuts 28 MMH8 RoofTie-Down 30 SP1, SP2, SP4, SP6, 3P8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-$14" to 3- 7 RTUD3, RTUD38, RTUD4,.RTUD48; RTUD5, RTUD6, RTUD7,.RTUDB Ratcheting Take -Up Device 29 MMHC: Hinged.RcofConnector 31 SPH4; SPH8, SPH8: Heavy Stud Plate Tie 5/8' and heights ranging from 9-11V to24". 8 TUD9, TUD10 Takia-Up Device 30 MMLU26i MMLU26.2 MMLU28 MMLU28.2 MMLU210, MMLU1211 MMLUf39 MMLU1311 Face•Mount Hangets 32 $S1.5, SS2.5., SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers. Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW36 Take Up Washer 31 RSC RBCP Roof Boundary Clips 33 ST9, ST12,.ST18; ST22,ST292, S72122, ST2115, ST,2215, ST8215,;ST6224, ST6236 Straight Straps 718' and heights ranging from I Vto 32-117', 10 UR55 3/8" Uplift Rod Run Tiedam System' 32 RST-3 RoofTio-Down 34 T820, T827, TB30 TB36, T642, TB48 TB54, TB56. TB6D Tension Bridging; 6 GGQ series hangers' Top flange hangers available; in wndths ranging from "3.5i8"to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC227', RTC42, RTC2Z,, RTC44 Rigid Tie Connectors 35 TWB10 TWBt2, TWB14 Wap Bracing. 114"and heights ranging from 11-114" to 32". 12 URSS 5/8" Uplift Rod Run Tisdoum System 34 STC, STCT, DTC, HTC4 Truss Clips 35 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1I Vto 6-7/8" 13 URS6 314' Uplift Rod Run Tfedovn System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, W13108C, W6126, WBi 26C, WB143C Walf $racing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-11,V to 7- 1/8" and heights ranging from 11"to 32'. FL#10441-RG FL#10531-KS 9- HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-115 V2' and heights ranging from 8" to3Q' AglLI Product Model, Number or Name Product Description SAo # Pmduot Model. Number or Name Product pescrlbt on 10 HGLS series hangers 'Saaddie hangers available in widths ranging from 5-1 /4" to 8-718" 1 DTT2 Hold-down Sao # Product Model, Number or Name Product Description 1 CBH2:37x5.5, CBH2,3W.'63, C8H2.37x9:75 Concealed hangers and 'heghts ranging from 10-112' to 28". 2 HDC1014, HDCIOP32 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series' hangers Fates -mount (DU, DHU)and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from VX'to S- 3 HDQ8, HH0011, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L=SDS3, DSC5RSDS3, DSC6L-SDS3 Drag Strut Connectors ava'dabi, in widths ranging from 1-Wlff'to 39118" and heights 718" and heights ranging from 7-1/Tto 32'. 4 HDU2, HDU4, HDUS, HOUB, HDU11, HDU14 Hold-down 3 GBC Gable' Brace Connector ranging from 9-1/6" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114"to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP'1.81, HCP2, HCP4 Hip Corner Plate 3 14GU3.63-SDS, HGU5;25-SQS, HGU5,50SDS; HGU5.62SDS, HGU7:00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33'. e LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2.2, HHRC42 HHRC42-2, HHRC4/1,81, HHRC44, HHRC5.2513,25 11HRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS 13 HIT series hangers Top flange hangers available in Wriths ranging from 2-5/16"to,3- 7 MASA, MASAP Foundation anchor strap; HHRO66 4 HGUS series hangers Face -mount hangers available in wdths ranging from;l-518" to 7• 9118`and heights ranging from 18"to 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRCI 81, HRC22 Hip Ridge Connector 318' and heights ringing from 5-6/16 to 12.71$". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.11W o 9 PA18 PA23, PA28, PA35; PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210; LRU212 Rafter Hanger 5' HHGU5.25-SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU7 00-SDS: HHGLt7.25SDS, Face -mount hangers 36116' and heights ranging; from 5-30' to 13-11K 10 PAH 13, PAI23, PA128. PA135 Strap -style purlin anchor 8 L SU25, LSSU28, LSSU210 LighYSbpeable/Skewable U Hanger HHGU9,00-SDS 15. HUTF, HUCTF series hangers Top flange hangers available in widths ranging from I-SM6" to 5- 11 STHD10, STHD1 DRJ Strap -style hold-down 9 T6E4, TBE6 Truss -Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHU5210.2, HHUS46, HHUS48, HHUS410, HHUS5.5(110, Face -mount hangers lfT and heights ranging from 3 711.6" to 15' Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24: TC26: TC28 Truss Clip HHUS7 25/10 version (HUCTF) availablefor oil models having width -equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2; THA413, THA418, THAC418, THA422, Adjustable Truss. Hanger 7 WSUR, HSUL, HSURC, HSULC series hangers Skovied facia -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422 THA426. THA422-2 THA426-2 118" to5.918" and heights ranging from 4-314" to 15-314' 18 HWP series hangers Top flange hangers available in vadths ranging from 1 -911610 7- 12 THAI1 81)22, THAl2.06122. THAI2, V22, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joist Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.316'to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodeis; only acute flange Is concealed, 17 HWPH series hangers' Top flange hangers ava,iablelnwWdths ranging from 1-9/1'6' to 7- g'W' g ©jam O 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTL128, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 192' and height's ranging from 5.3/8" to'37'. � 15 THJM2-4-SDS3 THJM2-5SOS3, THJU26, THJU26; N Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1 9116" to 7- 18 ITSserieshangers Top flange hangers available in w Tithe ranging from 1-9118" to 3- = I N. co X 16 TSBR2-24 Truss Spacer -Restraint 112".and heights ranging from 2-718" to 19114. Concealed flange 518"and heights ranging from 9-118" to 16". Go 1,11" a 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9115" and heights C=p 18 VTCR ValleyTruss Clip greater than 2-9/16". ranging ran in from 5-318" to 7-114". C: (D >r c" ID HUC01.8119SDS, HUCQI.81/11-SDS, HUCQ210 2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20, JBA series hangers Top flange hangers available in width oft-9118" and heights SDS, HUC0410 SDS, HUCQ412-SDS, HUCQ5 2519-SDS ,HUCQS 25111-SDS, HUC0610- ranging from 9.5116' to M Q % SDS, HUCC1912-SDS" N .� LJ 45J ,K �66JY,iw � -r r _ C.J.r��,r - a a LLJ ,. • • .. ` Simpson Strong -Tie 2(12D FBC Approved. Products Updated • yam, - - :. Simpson Strong -Tie 2020 FBC Approved Products Updated update ,2rwr2o2o � • � Simpson Strong Tie 202Q FBC Approved Products Updated 12/30F2020 P � ..- :._ Simpson Strong Tie 2024-.FBC Approved Products _.. 12 - Updated l3012020 For direct Inks to all SST;epprovals listed. belove, CLICK HER 'For direct Inks to ell SST.approvels listed belotv,. CLICK HERE. For direct inks to. all SST approvals Ned belare, CLICK HERE -. For direct Inks to all $ST approvals Isled below4 CLICK HERE. m FaradddxmelinfarmadonregardmgFlandasStatewdePrprbrctApprovalSystemandMam-DadaCwntyNoacevfAcceptanca{NOA),CUCKHERE. ' - - For additionaliMormabonragardngFlondasStatewideProduo<ApproralSystam.Ord.MatreDadsCauntyNarca�A4ceptance{NOA), fi iris uvs:F, " F additional informationregardingFlmdas Statewide Product- rrrvel - emend Mom -Dada Cain NaiceofAcce Acceptance NOA LUCK HERE. ore I agardin9App System County P ( ), � For addtxxial inf�rmationr ardor Flandas Statewide Product Approval System Menu -Dada CwntyNS&rca: of {N4A), irrr uGac, regarding Sr! 21 LB serles,hengers. Top flange hangers available in width of 1-9116" and heights FL#11468-R5 IS SILBV1,56, SILBVI.81, SILBV2.06, S1LBV2.37, SI1LBV2.56, SILSV2.68, S/LBV312, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from5.318" to 15-1f8": StLBV3:56, S1LBV362 SILBV4.06, S/LSV4.12, S1LBV4.28, S/LBV4.75 SA-BV5;50 6 Shong•B91t2 (STB2, STB2.4SS, ST82.6SS) Strong•Bok 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116' and heights duct M del. Number or Name Product Delgription 19 SILTT20, Sn7TTT2Z, SMTT14, HTT4, HTT5 Hoklowns steeland Types.304 and 316stalitlesssteel ranging from 9231I6" to 13 118", 1 HHUS210-3, HHUS210-4< Joist Hanger M WST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD ( HD-H, THD-HMG, THD-H4SS, THD-H6SS; THD-CS, THD-C§bSS) Titan HD Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3• LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-14'to 6- 2 HRS6, HRS8, HR812 Strap Ties 21 SP4, SP6 Stud Plate Ties oalable with hex head in carbon steel and Types 304 and $16 718" and'heights ranging from 9" o 33-112'. 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0-SDS Wl Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties starless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2; THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to;:32-112". 5 THG02-SDS3, THGQ3-SD84,5, THGQH2=SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal $. Titan HO Rod Coupler (iHD37634RC, THD50MAIRC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available: in widths ranging from 1-9116"to 5- 6 THGW3-3,THGW34, THGW4-5.THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD537158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118' and freights ranging from 9-114" tc 24". TH050234RH THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top fiange hangers available in width of l-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from3-318 to 7-VS". FL#11473-R5< FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flangehangers available in Wdths ranging from I aMO" to 7- Sea # Product Model. Number -or Name Product Description Sea X Product Model. Number or Name Product Description FL#16230-118 118' and heights ranging 9-1/4" to32"• 1 DETAL20 Double Embedded Truss Anchor 1 OXIM3.82-SDSHDG, CCQiM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82SDSG, CCTQM5,50-SDSG, CCCO 82-SDSG, CCCQM4.62=SDSG, §2a Product Model. Number or Name Product Description 3 H16, H18S, H16-2, H1e-2S HurripaneTie CCCQM5.50-SDSG 1 AT-XP AT-XPHgh-Strength Acrylic Adhesive for concrete ormasonry FL#10060-R5 4 HETA12, HETAI6 HETA20 HETA24, HETA40 Embedded Truss Anchor 2 EGCLQM3.O2G-KT, ECCLQM4.62G-KT, ECCLO M5.50G-Kf, ECCLLQMD3 62G.KT. Masonry Pier Caps 2 Er -HP ET•HP Epoxy Adhesive for masonry 5 1-1ETALI2, HE7ALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.620-KT. ECGLLQMDS 50G-tiT, ECCLRQtiAD3,62G-FCT, ECCLRQMD4.62G- 3 SET-XP SET-XPHtgh-Strength Epoxy Adhesive for masonry IggJ Product Model, Numbaror.N�me Product Description 6 HGAMI0,HM9 Masonry retrofit connectors Kr, ECCLRQMDS 50G-KT 4 Strong -Bolt 2(STB2) Strong-Bok2Wedge Anchor for masonry, -0--o n' 1 44, . A6A ABA44R ABA46, Af3A48R ABA66; ABA6t3R Adjustable Post Base 7 T HNETA96; HHErA20 HHETA24, HHE A40 Heavy Embedded y r - ; 3 HGUM5r25,HGUM5,50- HGUM7.00 HGUM725, HGUM9.00 Heavy Mason-. Hangers y Masonry g 5 Titan N2 (TT ) Titan2Screw Anchorfor Concrete �✓ 2 ABU44; ABU44R, ABU46, ABU46R, ABU55, ABU5.6; ABU65, ABU68, ABU66R. ABUBB, Adjustable Post Base 8 LGT2, LGT3-SDSZ.S, LGT4 SDS3 G,rderTledawri d - - C 2 LG 26 . LGU G4 L UM & LGUM28 3 LG M28 L UM21D-2 GUM26• , UM 3_ M2 G 2 2, U 4, 9 Masonry Beam Hangers y g 6 Titan HD HD-H4SS- THD H6SS THD-CS Cr 6S`'17 TttenHD Heavy -Duty Du ScrewAnchorforconcretaavarlable in 304 y t3' V� ABU88R, ABU1010, ABU1:010R, ABU1212,ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM41:0 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, AiBW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24; META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MSHA3.12l11.25, MBHA3 5617:25, MBHA3.56/9,25, MSHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head. U) 4 AC4, AC4R, ACE4, AC6; ACOR, ACE6 Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11 88, MBHA3 50/14, MBHA3 56/16, MBHA3.56)18. MBHA5,50/7.25, 7' Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 6 BC4, BC45, BC4R, BC6 BOW BCS, BCS2-214, BC82-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019:26, MBHA5;50111.25, MSHAS.50111 88, MBHA5,50/14, MBHA5.50116, 6 C644, C646, CB48, CW. C888 Embedded Column Base MBHA5.50/18 � 7 CBSO44-SDS2, CB5Q46-SD52` CBSQ66-SDS2, CBS088-SD52, CBS088•SDS2 Embedded Column Base 6 MBHU3 5619 25, MBHU35611125, MBHU3,58111 88, M8HU3.56114 MBHU356116, Masonry Beam Hanger3 FL#16937-R3 � `\u� $ CC, ECC,ECCUSeries Bolted column caps withWlranging from 3-914"to9.11Z'and. FL#11496-R6 MBHU3,55ASMBHU5.5019.25;MBHU550111.25MBHU5.50/11..88;MBHU550i14, W2 ranging from 3-5/8" to 7-1&1 MSHU5,50116 MBHU5.50118 sea X Product Model. Number or Name Product Description CIO O 9 CCQ-SDSZ5, ECCQSDS2:5 Series Screwed column caps with WI ranging from 3-1/4" to9-112' and sad. # Product Model. Number or Name Product Description 1 X346101651C X1S1018, X1 B9 016.4K, XWSIID18, XQ1 B1016.4K #10.16 Strong -Drive X'Metal Self -Drilling, Tapping Screws with #3 � Vd2 ranging from 3.518" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point Q 10 CPT44Z CPT66Z CPT88Z Concealed Post Tie Base 2 HD12 H019 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, )Q.Q114BI224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EPB44A, EPB44 EP846, EP566 EP84Z Embedded Post Base Embedded Post Base 3 4 HD3B, HD55, HD713HDQB HTT4 HTTS, HTTS-3/4 Bolted Holdowns Tension Ties Seal Product Model. Number or Name Product Description 3 XMQI14SI224, XMQ11481224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCf344,LC888 Embedded Column Base 5 LTTI9,LTT208 LTTI31' en i n LightT„ so Teas 1 SD 300 5D 338 <SDW22438 SDW22458. SDW22500 SDW22600 SDW22638 W22 , W22_ Strong -Drive SDW EWP-PLY, TRUSS -PLY Screw&- 9 _ Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap 6OW22634 4 )(0114S1224, XQ11 lBi224-2 5K X114S1224, XQ112S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #5 Drill Point 15 MPB44Z, MP0862 MPB88Z Moment Post Base. 2 SDW015450: SDWC15600 Strong -Drive SDWQ TRUSS Screw `J 16 PB44, PB44R, PB46, PBW, P806R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWHi9400DS, SDWH1W00DB, SDWH19800DB, SDWH19i00oDB Strang -Drive SDWH TIMBER-HEXSorew 5 XU34S1018, XU341211016 5K #10-10 Strong -Drive XU Metal Salt -Drilling, Tapping Screws with 17 PRS44A, PBS46, PBS86 Embedded Post Base 4 SDWH27400G SOWH270DOG, SDWH27800G, SDWH2710DDG, SDVJH27120DG Strong-DriveSDWH TIMBER-HEKHD(i Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model, Number or Name Product Description Anchor 5 SDWS16212,, SDWS16300, SDWS16312, SDVVS16400 SDWS19600,.SDWS1971Z SDWS22512, SDWS22800; Strong -Drive SDWS FRAMING Screw Strong-DriveSDWS Screw(Interior Grade) O 19 PC44-16: PC46-16, PC48-18 PC64-16, PC66-16, EPC44-16: EPC46-16, EPC48-16,, Post Cap 1 SB518z24, SB718x24, S81x30 SB Bolts 8 SDWS22400,SDWS22k,0 TIMBER EP064.16, EPC88-18 2 SSTB.16 SST620, SSTB24, SSTB28, SST834, SSTB36 SSTBI OL,-SSTB20L, S$TB24L, SSTB Anchor Bolts SDVUS22800, SDWS22900, 8DWS221000 SDWS2211iD0, SDWS221200, SDWS221500 FL#i5320-R0 L.., 20 PC4Z PC4R7_ PC8Z, PC6RZ PC8f,,.PCBRZ. EP04Z, EPC4RZ EPC6Z, EPCBRZ,. EPC8Z, Post Cap: SSTB28L : 7 8DWS22300D8, SDW522400D6, SOWS225W066, WWS226000B, SOWS22600DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) 0- EPC8RZ SDWS22100DDB Sea # Product Model. Number or Name Product Description 21 PPS".-4Z; PPB44-6Z Post Base 8 SDWS22312DOB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC343.5, DSSCB46; DSSC848, DSHS Bypass Framing Drift Strut Connector Al �'^L/ 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730USS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS278ODSS, Strong -Drive SDWS TIMBER SS Screw 2 FGB43.5, FC645.5, FC6475, FCB49 5, FCB411.5 Bypass Framing Foxed -Clip'' Connector SDWS27100DSS SDWS27120OS5 3 FPHSD34S10J6, FPHSD34B1015, FPHSD34B1D16-5K: FPHSD34S1214, #10=16 and #.12-14 Strong -Drive FPHSD Framing#o-to- v, FL#10866-R5 Se # 1 Product Model, Num bar or Name CMST12, CMSTI4, CMSTGi6 CS14, CS16, CS18, CS20; OS22 Product Description Coiled Straps 10 11 SOM13400 STN22 Strautg-Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex-Head}Masher 4 FPHSD34B1214. FPHSD34BI214-SK LSFC2.25, LSFC4,25; LSFC6-25,;SFC2.25, SFC,425; SFC6;25 Drilling, Tapping Screws Steel Framing Con nectar U co M 2 HRS6 HRS8, HRS12 FHA6, FHA9, FHAl2, FHA18. FHA2& FHA30, MSTIW, MSTI36; Straps 97 mil (12 go) 5- L5SC4.26, LSSC6.25, SSC2.25 SSC4.25 SSC6.25 MSSC2.25, MSSc4.25 MSS08:25, StsatSWd1 Connectors Sea.# Product Model. Number or Name Product Description MSTI48 MST160, MSTI72, S/MST27, S1MST37 SIMST48 MSSC4.25KW MSSC6.25KW 1 FJA; FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C: Heavy Twist Straps FL#15363-R3- A RCKW3, RCKW5,5, RCKW7.5, R.CKW3S RCKW6 5S Rigid. Knee Wall Connector _ 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LS11I49, LSTI73, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 S0843.5, 9CB45.5, SCB475, SC1349 5 SOB411.5, MSCB455, MSCB4T5 Bypass Framing Slide-Cip Connector 3 GH46-6, GH46-8, GH48-6, GH48.8, GH410-6, GH410-B. G1156-6, GH66-8, GH68.6, GH68- Girder Hanger 5 LSTA9, LSTA12 LSTA18, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 0) SegX Product Model, NumberorName Product Paso fiction 8 SCS32-5197, SCS62-519T SCS82-51118. SCS82-51118 Bypass Framing Connector 8,_GHSI0•6, GH610-8 6 L,9USH3.25, SUBH3 25, MSUBH3,25 Bridging Connector 1 AS 16, AS.18S5, AS I -SW 18 ga.. Truss Plates 9_ SCW3.25, SCW5 5 Head -of -Wall Slide -Clip Connector 4 GLB6A, 01-556,GLB5C GLBSD GL87A, GLB7B, GLB7C OL57D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 A5 20HS 2D ga. High Strength Truss Plate 10 SJC8.26, SJC10.25, MSJC8:25, MSJC10.25 Steel Joist Connectors L� 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520 GBLT020 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Ti stStraps 3 AS-20 20 ga. Truss Plate II SSB3.518 Bypass Framing Slide•Clip Strut Connector 6 HGLBA, HGLBB, HGLBC,; HGLBD HeavyGiulam Beano Plata gO 9 MSTA30, MSTA36, ST6215, ST6224, 5T9, ST13,S-ft8, ST22, MSTC28,,MSTC40. MSTC52 Straps 54 mil (16ga} 4 ASHP Hinge Rlate Connector 12 Xt-SH3461414, XLSH7861414 #14-14 Strong Drive XLSH ShouMered Self -Drilling, Tapping 7 HGT-2, HGT,3 HGT•4 HeavyGirderTiedovn 10 MSiC86 MSTC7$, ST6236 Straps68 mil (14 go) Screws W 8 UFP10-8083 Universal Foundation Plate 11 MTS12; MTS18, MTS18 MTS20, MTS30, MT8240, MTS30C Medium Twist Straps 13 X01S1018, XC I B1016-4K, X01 S1214 XQIB1214.3,5K, X078S1224, XQ7881224-31K, ;91016. 412-14: and #12 24`Strong-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S161.5e, S181,81, SM.06, SB2.37, VB2.56, VS2.66, SIB3.12, SI63,56; S163 62, SIB4,08, Top Flange. Joist Hangers FL#15730•R4 XQ114$1224, X0114131224-2:5K XQ11251224; XQ112B1224-2K, X3481016,SK, Xl 61016, X1610f 6.4K, Xi S1214, Xi B1214.3.5K Tapping Screws S1B4.12, S1B4.28, S764.75, SB5.50 Z W 13 SYBAZIVS, S13A2.12110, S18A2.12112, 88A2.12114, SIBA4.18/8, SJBA4.18110, Top Flange Joist Hangers Sea:# Product Modal. Number or Name Product Description J $IBA4,18/12, S/BA418(14 1 Er -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP GDPM-50, GDPM-75 GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fastenersand assemblies Q 15 SIH138S; SJHO88, SMD10S S(HD108, SiHO15S,.SMQ158 Hokipwris' 3 PDPA, PDPA.K, PDPA-MG PDPAT; PDPAT-K, P1NW, PINWP, PINWP-VJ PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies J 16 S(HDU4, SMDUS, SIHQU6, VHDU11 Holdowns PDPAWL MG, PSVL3, PSVL3.K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SIJCT, SMJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete •: a' SHEET NO. May 27 2022 PA 1.2 TI ll it 1'� 1 M � = i s laftv ' 4, Po&etwaUs under seo'awwnk #6 bcnIwBuddiwoffidd L d ra07/,.�ituZN6gae gSi yri May 27, 2022 CU N cn c6 O v }/ v ^W W L o- O O co U O co � O N O cu U- O >O .� toE 'O� cn O N L I— cu .0 . = Cl) Cl < m s_- O ~M 1oN - CO � � G C` L 03 f6 , itS co �J a w L) 'ZZ W cn CD E z U) M cu o > c CL o U O N m F-- co co w ¢ N z J z a SHEET NO. PA 1.3 MIAMI•GIADE MIAMI-DADS COUNTY R#1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 2474 T (7$6) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww%miamidade.eov/oconomy Cast -Crete ESA, LLC 6324 County Road 579 Seffner, Florida 33584 , SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County }t,ER: Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section Miami Dade County) and/or the AM inareas other than Miami Dade Coun reserve the right o have (� �) ( ty) rig . t a this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it i determined pion s d rrir ed by Miami -Dade County Product Control Section that this product or :material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed ;to comply with the High Velocity Hurricane Zone of the Florida Building; Codes DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, )?.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 , 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003; last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019 all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, NCISSILE LwACT RATING: Large and Simall Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County loge. RENEWAL of NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this'NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration elate may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be clone in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at request of the Building Official. This NOA revises NOA f# 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. "MM M& e c avrrrr NOA No. 20-0630.15 . , Expiration Date: 09/11/2023 og2® j��o Approval Date: 08/20/2020 ! Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D, QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida .building Code, 2017 Edition, issued by Cast - Crete USA, Inc,, dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL_ # 19-013014 A. DRAWINGS 1. Drawing No. F`D461 Z titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 61' & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I. Article of Conversion for a name change. my A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E -,4 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS. A, DRAWINGS . , �, 12 titled Precast and Prestressed Details sheet l o I 1, Drawing No. FD4612, �t � .�' # ,r n 1. Drawing No. FD4612 titled Precast and Prestressed Lintel Details ,sheet .10J[' 1. Drawing No. FD4612, trued Precast and Prestressed Lintel Details sheet 10]�` " Craig Parrino, P.E., dated March 24, 2003 andDrawing No. LT4612, titled prepared �' g g 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing Na, „ , }, +, 1, dated 03/24103 and Drawing No. LT4612, titled Cast -Crete 4 , b & 12 ,� "Cast -Crete 4", 6'r & 12"Lintel Safe Load Tables". sheets a through 3 o, f 3, prepared by .. " 12" Lintel Sae Load Tables" sheets 1 LT4612, titled Cast -Crete 4 , 6 & f " Lintel Safe Load Tables". 1 through .3 of 3, last revision .dated 06f1 �l14, all Parrino P.E. dated March 24 2003 last revision #1 dated April 2003 both Craig , p through 3 0 3 prepared b Craig Parrino, P.E,, doted .March 24, 20113, last g , p p y g prepared,. signed and sealed by Craig Parrino; P.E., on 081191I4. drawingssignedand sealed by Craig Parrino P A .� revision dated March 11, 2008, all signed and sealed by {Craig Parrino, .A„E~, on B. TESTS March 22, 2012. B. TESTS I. Test report on flexural testing on 4. 6" & 12" Precast Concrete Lintels Filled and B. TESTS 1. None. Unfilled Models,, total of (13) concrete lintel specimens, per ASTME-529-94, prepared . 1. CCALCULATIONS by Applied Research Laboratories, Report No. 30404A, dated 04110103,.signed and .11�one: 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through i4 236, E sealed by Christopher A: Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. C. CALCULATIONS 1. .None. D. QUALITY ASSURANCE . - ,r ti ast C to ante dated 05129103 207 s prepared b Car 1. Calcula ons nr C re L Is, pages, p Pam' y g f D. QUALITY ASSURANCE 13 rarni-Drtrt o Department of Re Regulatory and Economic Resources RER . 1. y M e County p gut ry ( � Parrino, P.E, signed and sealed by Craig Parrino, P.E. 1. By Miairsi-Dade County department of Permitting, Environriunt, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. D. MATERIAL CERTIFICATION: 1. None' F. OTHER L Quality 4stem Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 2002. .. 1. Letter from Cast Crete Corporation, dated February 03 2012, signed and sealed P �" Ski Parrino, P.E., certr rn compliance with the Florida Building Code, 2014 Edition. fy g p g Products dated 2002, 2. Cast Crete Quality stem Manual. or Prestressed Prod s1 Q ty Sy f .f►' , : _ . . . by Craig Parrino, P. N, certifying compliance with the Floridab'lorrda Building Code,. 0 0 Edition. b. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of 1, A. DRAWINGS prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1' None' B. TESTS "Cast -Crete 4 . 6" & 12" Lintel Safe Load Tables', sheets 1 through 3 o, f 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None: C. CALCUL1. ATIONS B. TESTS 1. None. C. CALCULATIONS D. QUALITY ASSURANCE : C. CALCULATIONS 1None. . 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS D. QUALITY ASSURANCE 1. By Miami -Dade County .Department of Regulatory and Economic Resources (PER). 1. None, 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code; 2017 Edition, issued by Caast- L None. Crete USA, Inc., dated 08108117, signed &,sealed by Craig Parrino, P.E. elmy. Mr, P.E, M.S. ehy A. Makar, P.E., M.S. vUelmy A. Mahar, P.E., M.S. Pro net Control Section Supervisor Procract Control Section Supervisor Product Control Section Supervisor NOA No. 204)630.15 NOA No. 20-0630.1`5 NOA No. 20-0630.15 Expiration Date: 09111/2023 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-1 E-2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Norte. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Compliance Letter with the Florida Building Code; 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.A. Iielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E'- 5 May 27, 2022 v v to N CB v U v O� Q O .� O C .� CU U -a (D a- Cn O O •L C= 0 CL C O v O O CU > .- to — -O v to " C6 O C- to �O 0 .«� CL E z z W J M oo M U- d CD -0 Lo C �_ t M Q41`_ �Yb C: L 00 Cn zCIO co 0 c cL O Q � U V m O CLZ w (� Z Z Q J a SHEET NO. PA 1,4111111111111111 Y, �-- "� Z I '1 EEC] 1«+rc. TILLIT TESTING &ENGINEERING COMPANY2 PRODuc r E}> II iTIgPI REP4R'J'2I� dQ, i1728:6j 2 2. TEST REPORTS:6. Large missile Impact and fatigue rg rape [Dad tests were perforated under Protocols TAS _.. . 201 203 as per section 1628 of the Florida Building -Cod , p e Uniform static loads PRODTif CT1tAL.rrAVON3arElXW J' NQ-2" S:BI MATERIAL CHARACTERRSTICSAND SPECIFICATIONS: Shall be strictly m accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P,E.D.), drawing. -WATTHR A. T7LLIL,M, P.E. TLIt6 ).COR7 -- ylp,N, y,p�„4,n; 4q, ,� 1MC-.I.W—N,0M6719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No•20-176. Anchor specifications shell be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/0-9/1996, f#96-570 dated:0911811996, 26, of Product Evaluation Document P.E.D. , drawing Nor. 20.176, PRODUct EVALUATION REPORT #96-T30 dated 09120119 e 98, all fibres signed and sealed by Hector M. Medina, P.E., Fenestration Tests Laboratory, Inc, reports # 203E dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P-E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE; REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo La►gaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No, 1, 8-thru 14, indicated DATE: July28, 2020 Tensile- test report No. 9CM 197 by QC. Ma#ailurgical, Inc., dated Match 13, 2009, on sheet 1 of 26,. as well as General Notes # 1 thru 4 and 11 thru 18, Indicated on sheet 21 of26 of Product Evaluation Document (P.E-D), drawing No. 20-ITS PRODUCT CATEGORY: Stutters signed and sealed by Frank Grate, P.E. prepared by THieco, Inc. and signed and sealed by Wafter A. Tillit; Jr., P,E. PRODUCTSUS-GATE : G R Storm O Y, orm Panels .3, T RAL ENGINEERING C L4TIESNS: 2 S RU+CTU.., __ AL..C4IJ 7.2. Product maybe installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Stoma 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.E of the Florida building Cade. MANUFACTURER: Global Protection Products LLC length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tiiteco, Inc:, 7.3, Product shal onlybe installed into poured concrete, concrete I p c bock, and 4800 S.W. 51 Street Davie, Flodda33314 dated 11/03108 and OW12115, signed and seated by Walter A. TIM, Jr., P. E. woodframe structures. 1LPURPOSE OF VALUATIO 3 MS IL i CTR_ N ESISTA rz i� C I. � PA _ •- Product Evaluation R re WBltar:A. TI n .sport prepared by tld, Jr, P.E. (FloridaFldLicense , This s a Product Evaluahan,Re art Issued b 'WaHerA.` i i p Tt I Jr P.E (System m Y t, (Y$ e . Large issue i n a e m Impact a der 26 section 6 of Ft 1 the or Building Code, _ .Ida Bu id n d as per 9 p 9 P TAS 201 Protocol. - ° No. 44167}, President of Trkarxa, Ina. {Florida CA-0006719 i ID # 1904 du to the Global Protection Products, ,LLC, Rule e Cho tr Na. P 131G20-3, Method I ofthe Florida Department of Business: and RESISTANCE: 4, ININD_LOADS20 ��1�SHNn�NRyN„f... Professional Regulation, Gage Galvanized Steel Storm Panel has been verified to sustain wind s This product is I T p u being issued an Evaluation Report as described harem, and has pressures. Maximum panel length shall be as indicated an sheets 8,10, 14, 15, _ 44167 been verified for compliance 1n accordance wl p ce ca With the 2020: Seventh`Editlon ofthe • 11i,19, 25 and 26 of 28 of Product Evaluation Document (P.E.Q.), drawing Na. . C _ - z.� _ �k : Florida Building Code, and to verify that the product is far the purpose intended P P rP 20 176, um Anchor o Maxim n h r SpaOing shall be as indicated on sheets S, 9; 10, 11, 14 20 r -. 7 F - `l-ietdA STATE O at least equivalent fn that required by the Cade:. b 1 17 8 25 2 5, , 1 , 19, _ and 26 of 6 of Product Evaluation Document P:E.D, , a � ( ), ,, •.. .., drawing No. 20.170 :- This PReporta� roduct Evaluation shatl 6e t r o evaew and revision !n case of 58/ . A 0 a A' N At- a Building Code change that may affect its limitations and conditions 5c INSTALLATION: 'NillHIII141Ati(A installation shall be performed strictly in accordance with details indicated on 2 EVIDENCE SUBMITTED- 21 PRODUCT EVALUATKIAI DC±CUMENT (P.E.D.): sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P,E.D.), drawing No. 20-.176. Minimum separation to glass shall be as D T LTECCTAOMON RECORDS 1 P. E. REPORT-20 ( GLOBAL PROTECTION PRODUCTS LLC 120 CAGE GALVANIZED STEEL STORM Prwer,tpRwG#salzatREPORir2ao728.01 Drawing No. 20-176, Titled 1120 GAGE' GALVANIZED STEEL STORM PANEL indicated on sheets:S. 14, 16, 25 and 26 of 28; of Product Evaluation Document , sheets 1 thru 26 of 210 prepared by Tilteco, Inc.; signed and sealed by Walter A. (p.E.D,), drawing No. 20-178: Tillit, Jr_ RE,; dated 07/28/2020. This drawing is an integral par#�RI�81's Evaluation Report. �''`�AA. r�tlo,GP 41,,IrtiliNNrpi, A Ti(t�'•�,,�� NO.44167 r * 167 _ ifs A9F.1D:� STATE OF . 99 �1fiRhDs wr'tt�fi�,e 63551AT.UV 36th 8treL; Suite 305, Miami, YlOrida 3 166 - Phone; (3,05) 871-1530 - f9rr l &i S 1 vY,NAB 4MIAoiP RtR)hi111,1A y I L I ECO NVC: TILLIT TESTING & ENGINEERING COMPANY CILLIT J&I P.E. PRODUCT EVALUATION REPORT REPORTNO.: 20-0727.02 DATE; July 27, 2024 PRODUCT CATEGORY: Shutters PRODUCT SUB-iCATEGOkY- Stone Panels PRODUCT NAME-. 24 GAGE GALVANIZED STEFLST0RM PANEL MANUFACTURER: Global Protealj= Products. LLG 4800 S.W. 51 Street Davie, Florida 33314 . PURPOSE OF U ION. , AT Thisi R s a roduetEvaluation ReporIssued by WalterA, TiIIIt, Jr., P.E,((System ID4 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the uild! Code and to verify at a product Is for the purpose tended Floridaa _ 09 a fy that the P, ct [ p ,Pose m at least equivalentto that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed an Tillit, Jr., P.E,; dated 0712712020. This drawing Is an Evaluation Report. 6355 N.W. 36th Street, Suite 305, M%am , Florida 33166 - Phone. PRO 7 ",{ .VALUA'('j,OTATREPi9RTN0. 20-072RBj 2 Large missile Impact load tests were performed under SSTD 12-99 standard as per Section609:1,2of the FloridaFloridaBuilding Code, Uniform static loads as per Section 1709.8.3. DerASTM E-330. Testrenorts orenared bvArnaricanTesHna R. Mahner, P.E.. Borfz Moroz, P.E. ;and Henry Hattem, P,E, and Report Na, 0219-01-09, dated February 26,2009, signed and seafed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic Protocols per loadings Pro t g p s TAS 201 & 203 as per section 1609,1.E of the Florida Building Code, Test Report prepared byAmencan Testing Lab of South Florida, Report. No. 1123,01-10, dated November23, 2010, signed and sealed by Julio BE. Gonzalez, P.E. Tensile s e test report' No. 9CM-198 by QC Metallurgical, Inc.,: dated March 13, 20R9, signed and I t P n d sealed b Frank Gra a .E as per ASTM E=t3 n g Y , , p and Tensile Tess as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 sinned and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3 STRUCTURAL ENGINEERINGCAL-OLATlONS• On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length sect an rational and com ar afive a al sis, and in accordance with . section 1,604 a h F ' nft e Florida e Building od.. C 1 ul t &01d B l Code, a c a innsprepared Tilts. b co gw Y Inc. dated 1211 EVIO and 68127/13 (for this revision), si ned and,sealed by -Walt er A. TIM, Jr., P.E, 3 iSSILE IMPACT RESISTANCJE- Large missile impact under section 1609,1.2 of the Florida Building Code; per - as SSTD 12-99 Standard and TAS 201. 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shelf be as.indicated an sheets3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20475. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,1fl,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E,D,), drawing No. 20-175 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a noh-porous storm shutter assembly, as per SSTD 1249 Standard. 3 Installation shall be performed strictly in accordance with details indicated on she etc 3 thru 8, 12 thru 18 of 18, of Product Evacuation Document F.E.D. , drawing No, 20-175. Minimum separation to glass shelf be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Dodu merit (P,E.D.drawing No. 20.175. ), g MATERIAL CHARACTiaR15T1+GSAND SPEGiFECATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 1`8, of Product Evaluation Document (P.E:D.), drawing No.20-175. 7 LIMITATIONS AND CONDITIONS OF USE.• 71. Shall be strictly in compliance with General !Votes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D:), drawing No, 20-175 prepared by T iteca Inc: and signed and sealed by W ltarA. IIIit Jr., P.E. 7.2. Product shall not be Installed :within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tdlft, Jr., P.E. (Florida License No. 44167), President of Tifteco, ind. (Florida CA-0006719)`. all N U3 -0 C0 > N L +� U (ll N N O t_ O O C CU0— �r �CU U CU CFI q C L !� 1.. 0 CU O -0 CU LL %+— O ICUO > .- Cn -0 E L 0 O Q -!� �^ ICUIn C .— CU � t� Q Z Z W J COMPONENTS FOR REGULAR IN LJFE SAFETY STORM PANELS GFNFkit NOTES: (SCALE 1/2-1') 1j4, 2j4, 3j4, 4/4. S/S, 7/5, B.3) W CAS THATwtu PRECAST STONE, OR PRECAST CONCRETE PMELS, MAIN 0R WOW BOARDS w SU FOUND ON THE {y�r8:'�sR oMeF Ok'=�`^"'g-..��N�: Q) EwsnuG wu, AVIS,ORS SINu BE La+c ENouGH m RFAal THE wNN STRUCTURE 0li6tw sual PANEIs. 1Wj10, 2Wj10, 3W/1a, 4Wj10, B jrJ T: STORM PANEL SHDWN DI 7HI5 PRODUCT EVA.W,71ON DOLIUMEtNr {P.ED.) fU5 BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 9.2). 1SAW (TOTAL WON) - 76.11M' (TOTAL WIfl,N� SW/10, aW/11 & 7W/11 ACCORDANCE WITH THE 2030 (7D, FDa—) OF THE FWRIDA BURIING CODE _ _ - - (C) .In-/1410 MOON 40! L$ AS WAduNn. T Y I.T ttRi S; 12.800• (EFFECTIVE WHiTH T I DESIGN WUK7 WAD'S SULARJ.. LIETER7WNEDAS PER SECTION 16200E THE ABOVE MENTIONED 000E. - ,/4-• TAPCON AHONtORS, AS M.WUFACTURW BY T.T.W. BLIILOEK. INC. i k 3• MAX __ANCHORS FOR CONCRETE SEE OTTS OH ON SHEER E 1 i 3^ WJf FOR A WIND SPEED AS RECURRED BY THE JURISOICTION WHERE THESE SNUFIERS WN.I BE IN,TAll iO ANO - #14-10 PANELMAYE FEMALE #D AND PANELYATE PLUS ANCHORS, AS MANUFACTURED BY ELGO CONSTRUCTION PRODUCTS, t i----.-..-.-�-•-:..Y/4"-----..-•..,. , j - '-'"" 1 �1• YDL. { FOR WOOD SEE SECTNXS rNi SHEETS f0 d1 11 FOR A OIRECTIONAM FACTOR Kd-o,B6• USING ASCE 7-16 AND SHALL NOT E%C . MAKIMUM {A,S.a) - ;%o LAG SCREWS PER N.aS: f 1 --p 1. a--i I i •-� j-----^-- DESIGN :PRESSURE RATIOGS INDICATED ON SHEETS 7 THW 12.. 14. 15, 16, 19.@. 20, - 7/16 a x 5/6' WOOD SUMMIT, As DMTRIBUTED BY AM POINT SCREW, SOLT a SPECIALTY OD. 1• ` 0.0ae' tAIA TUCK 1.360" s .0 O { O ra,2-) oALWa92rD;5Tm.`t't'__ - _ T"-.rrIr:r1TcTTr IN ORDER TO VERIFY THE ABOVE CONDITION, ULPMATE' DESIGN WIND LOADS DETERMINED. PER'ASGE 7-16 ) { �; �., ASTM A-6Gf3 t -+• • •• 2 ' 4 "'T T i1 , , , , T I , , y 7 'SHALL BE FIRST REDUCED TO A.&D, DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER To C., � p THREADED Pt7RTRATION INTO WOOD. OF TAPCON ANCHORS SHALL BE 1 1 2^ AND 2• FOR ELCO PANEUAKTE PLUS r 0 0" 'OWPI �.1 ''ANELIMYE FEMALE ID. / / 2137' CAMW ED' SRYL, EDGE >/ THICK/ i ) 7•G-6O OALY. FpOE J Ot@,ceCDNPAAE THESE W/ iIATL (ASD) DESIGN PRFSStIRE TINTING$ NOICAtED ON SHEETS 7 YINRU. t2, I4. ,S, 16, T4 & 20. 2•• l TYP. ORAi)E SO etlN®4AL 0[TAR. ;S:t��C.2) MINIMUM THREADED POWTRATION OF tg 5CFH.W. INTO THE WOOD FRAME UWT SHILL BE t 1/2 NO IaR EQED ��ST ESS F R 'IND L THAT AS SM SE 44 P.E.D. AS TESTED HIDE NOr DYER STRESSED, A 33X PICRE45E N NLAWAKE PENETRATON INTO STUCCO 4ALL BE CONS10r:7tE0 AS PART OF THE REOUWED THREADED PFAIEIRAFION. F� 6 V � STRESS FTAt HIND LOADS I+Ai ayOL L15E0 N THEW ANALYSIS, FASTENERS SPAC9NG 'ta WOOD F444 1IIiN IKiERMrNED IN -j AC'CORLIAN� WOH MD.& 2016. - C.3) MINIMUM EDGE DISTANCE S LAG SCREWS, INTO WORD SWNJ, BE AS NWATED IN THIS DRAWING '-1 L---- A 48A' I ---- A , 4$.8 4fOiBA PAEt'S AOEOWCY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WREN SCRON 1626 OF � _ _ _._ _ _._.__.-.__-._ _._ _._ _ .. _ _ 1-. _ _ _ _ _._ _ _ _ _ _ _ _ _ _ _ _ _ --------- ENGINEERING THE ABOVE MEMmeNNEO C6fff AS PER IRIRWCAHE a TESTING, INC. REPORTS 96-564, 96-570 h 46-T30 AND CA) MNWIAA PENETRATION OF WOOD BASHING SHALL BE s/e'. 1/4• a-20 SCREWS USED SNLLL RE 1 1/2• LONG KWIMUM �-T:360 1.,1;a0� ' f n I EC FENESTRATION TESTING LIL NO., RIEPWTS 02032 a J2126 . AS PROTOCOLS TAS-201. TAS-202:AND TAB-203. SHOULD STUCCO EXIST. AND I• MINIMUM FOR WALLS WITH. NO STUCCO. 1. 625ri• p �aR>,t PANEL {�, MD -STORM PANEL >r ¢ -a O AS wiD.l A, AMERICAN TEST LAB � SOUTH FLORIDA REPORt /O2l9.01-04; AS PER TAS 201,. TA, 2D2 AND �,: � � L•a,I TAS 203 STANRNW)S. C.b) W CASE k�L RE �ENOITo PRECAST CONCRETE PaNRN STRUCTURE��HEHIND SUWOOD �CWP,Wg9ARDS BE �ND ON ta# E1aSTING a "FAi 2..ALL ALUMINUM EXTRUSIONS 1D BE Bo63-r6 ALLOY AaRI TEMPEN. (taNk,ESB GIHERWRSE.NCt€0): SEE SHEET 2, ANCHORAGE VAR- BE AS.. MENTIONED N CA). CAT) at CA) �, F L � C.� -_-_ - 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALT. NAVE 3105-H14 ALLOY. (Oj ANCHORS SWYL tff INSTALLED FOLLOVANO ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS t#' THE ANCHOR'S MANUFACTURER .250` 2.t87"__ _ - ' ' - " •. F1MEt5 ENO LP' 10Q. R .126' --t.110' i 4Y- 7 L M2o,1/H-20xT'. 4• ALL SIIZE SHEET METAL PANELS SHALL HAVE STRUCTURAL OVAitt STFiI, ASfM A-PSS GRACE t0 MINIMUM, 0-60 &PANELS MAY ALSO RE INSTALLED HGRRONTALLY FOLLOWING INSFAi.iAT10N OETNLS SHOWN DN SCnON 3 THROUGH 10 SHEETS 4 - :725' SATs. " UNBOLTED PANELS \ WV,VAN12Eo STEEL OE510NATIONN WjFY- 54.5 AM (AFTER ROLLED) t W NEAyEO � THROUGH 6) EXCEPT THAT tiFADEfffi Ql! {}) S1Mli HOT !# USED. / i + :TOO' / • f lb ANOTE N At i (SEE SECTIONS AS ,, _ 5.5: MS. �t.T W/ 7/6' x 3/32 ,., S. ALL SCREWS 10 S STAINLESS STEEL 304 OR 318 A51 SERIES OR RESISTANT COATED -CARBON STEEL AS PER 9. R $HALL !E liE 1i»I1T THE CONTRACTOR TO YEIIFf 111E SOUNDNESS OF THE STRUCTURE WFERE SIWTTER 6 TO tE I f1 T/I' tLe. t2 1/2. O.C. ,M, j - -- 4" ..._f AI,pLE'J,BLEi / (SEE SEOTIDNS AS APPLICABLE), .a-+ lls ON IO 2 W/ 50 oral YALO STRENGTH AND 90 qa TENSILE STRENGTH 8 StW.L COMPLY W/ FLORIDABUILDING CODE ATTACHED TO INSURE PROPER ANCHORAM TINS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 1 1 �- I'. 3ao9• I 1DD, I i i 1 SECTION 24I .3.3.4. - 3aTs°. i .09r 7,600' tJsoo•.,____ I ! I ( I I I ,..•• 4i: L BUILDINGS. - { '� A)B3• .093• 2.000` # & !JOLTS TO RE ASTM A-307 GALVANIZED STEII. OR AISI 30{ SERFS STAINLESS STEEL. WITH 38 I,ai MPa#RRI YIELD 403' R E 4 OET�iLL 1- E0 STRENGTH. to. EACH REGULAR STORM PANEL IRA LENaTte OVER W-6 Taunt iv-4% As PER SECTIONS 6, IL 9 a to AND ALTEn NATTIE5 aW. •250' i' 2,, 5' , } a ° T-..ANOfORs TO WALL SF1A3. BE AS FOLLOWS, SW h IOW ON SHEETS 51 6 h 12 RESPECTIVELY: SKAU. HAVE A LEGIBLE AND READILY VSftE MARRING INSTRUCTING OWNER OR ^e TDNANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT` Dl&IHG PDLgOS OF HURRICANE IYhRAING. (A) IQ E}tl5T9Nb POURED CI}HCRFTF, 11, THE INSTALLATION CONTRACTOR W" TO SEAL/CAULK ALL SI#LTTER CIS,iRgNENI' EDGES WHICH RETRAIN IN CONTINUOUS CONTACT WNH ��u�-p� L..w. :. j/Dt R - 4" 0 TAPCON ANOMORS NC MANUFACTURED AS MAMA AC T.T.W. BY DINDi INC. . (M I'c-3192 D p..i . Tit SLILDING TO PREVENT WIND/RAN: INTRUSION. aAe3a91iI SIG V EW MAIL A i"3p• � `� i-,_2AOOO---_. tI4".4 ■ 7%i' CALImOj AnL"NCRS, ASMANUFACNRED BY i)EWAi.T {INN. 1'am31IN! P.a,1.} ROUt1OE0 CORNER O ENDS OF PANEL"S D,M.,1A• 4•+� 1/;« x J/a` SL)LD-SL? ANCFIORS, A, DSTPoBUIED BY ALL POINT SCREW, BOLT 8 SPECIALTY CO. 12. STORM PANEL INSTAIIATRMf SRAJ. COMPLY WITH SPECS aiN(}K:ATED. N' THS DRAWING PLILS ANYBIUI{DING MIO 20MING REIIAILATKTNS APAL lC/�y, 41-.-.- O O O L-- {YM,. r"3000 Pala PROVI7ED BY TINE JUREDCTION IYfiERi' PERYR S APINJEO T0. END UP W{ HEMMED EDGE. } # rh" HEADER "U" HEADER ANGLE WITH STUD A WiTH - #14-10 PANELYAW FEMALE D a PANELM PLUS ANCHORS. AS MANUFACTURED BY 8= CONSTRUCTION PRODUCTS. (N-T,S) ti+' �T�— Q•I'�,��' �O t (� i�l (MOL Fc-336O ltoQ 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PEA,) PREPARED BY THIS ENGINEER S GENETIC AND GOES NOT PRONDE WDRMATIoN RUM STUD #��,,� a M:uL / �r MAx FOR A SITE SPECIFIC PROJECT: i.r. WHERE THE. SITE COND XM DEV14TE FROM THE PZO. L"`r LW,T,""'' / T / / / / 1^ MN. dj - 1/4.0 CF TAP -DIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (rc-7600 Pee --r PARRS Ai) MINIMUM EMBEDMENT OF TAPCON ANOIORS INTO POURED CONCRETE $HALL BE 1 3/4°: r FOR PANELANTE FDANX {I) CONTRACTOR TO lE a�ONSW FOR THE SELECTION. PURCHASE AND IISTAUATKN INCLUDING LIE SAFELY OF THIS PROTRACT I SEE. W. 1 4, :� �. 3 4, 4 4, S 5, 7 5, . 1W/1o, 2W/1a, aw/1o, 4W/10. B/5 1/14 a 2/14 .374' l `L BASED ON THIS PP-0- PROVIDED HE/SHE DOES NOT DEVICE FROM THE CONDITIONS OEIMLED ON THIS DOCUMENT. a 4` .374• „-, •7ED- , 5W/1a, BW/11 dE 7W/11 I , .T26• ` 4"f-2b, 3G 6F7LRS y,•„_,ANGNORsr.. FOR CONCRM SEE SCHEDULE ON SNEE•FS i a 9 - RI A)I1 PANEM4LTE PLUS AND 1 1/4' FOR CF TM -DRIP ANCHORS, CONSTRUCTION SAFE{!' AT SITE IS THE CONTRACTOR'S »IY. F ; _ }Yp TOP � 1)86 -,y_„i�� .. � FOR WOOD SEE SF&fl4tiS 01i SHEETS iD k t1 {-� .380' OF PAtkt .1t16' .i ti'•10" I �_ J I ,.%) ' A2) STUKCALIo a SOLID -SET ANCHORS STALLS CREW EMBEDDED 7/6` Nib THE IN)r L CONCRETE. iNO SHOULD SIIKT Nib (a) THIS PRODUCT EVALUATION DOCUMENT Will BE CONSIDERED MWAUD O MODin13Y. .. 75" a .T 7O"•BPB" f'I AIAE 4-t2 t/2` b:C, STIlCCO SHALL F PEWALLS W T/4" #-20SIV SCREWS USED SHALL BE 1 ,/2'.IONO MINIMUM ,ID SC STUCCO EXST, 1:4dTi.t�" �. 3� �, ...,,�� 1 i ARD i• MINIMUM FOR WALLS Wd'TIN. NO STUCCO. AND MAY 1E HEADED SCREWS OR ALL THREADED SCREWS W/O. (LEAD, (d) SITE SPECIFIC PROJECTS SHALL HE PREPARED BY.A FLORIDA REGISTERED ENGINEER ARCHITECT WHICH WILL BECOME THE BUT CORN WING NDTB• ENGINEER or Recm (EaR,} PeIT THE PROJECT AND WFp WILL BE RESPONSIBLE FOR THE .aBO" : t.083" i.q'�1.383" .b62' 1.8 1' f,gpo• PROPER L14E OF THE P.E.D. EiNrpNFrn OF RECORD. AC79PR AS A oRDEGATEO EItG9EER To e'W TILTLE FbR. I t Via' • 'L'• T:D}S• I p7 REGULAR STORM PANES , 1d} ELEVATION ¢ •-- -�� (,.� w A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PAYRS, PAYERS, STUCCO OR WOW $CARI75 BE FOUND ON THE PIED. ENGINEER. SHALL SUNAN TO THIS LATER THE SITE SPECIFIC DRAWINGS. FOR RENEW. ' W 1Aa- A 1 i _ •' EXISTING WALL. OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH 1 EVERY PANDL OVERLAP a Np,..4.3' L N.T.B. > w PANELS. ANCHORAiE WALL BE AS MENTIONED IN At) AND IN A2). (a) THIS PXDO SHALL BEAT THE WE AND ORIGINAL SEAL. AND SUGNAIINE OF THE PROFESSIONAL 7 "'°-"'' 2AOD• ` •�' � ~ ENGINEER OF RECORD THAT PREPARED T. II $� KEY HALE WASHER .625*0 ) tB) m F]{1STINr caNCT+f+F ,sex ; ..,,. 7.000• _ (1)1/4' a IAP'M .ANCHORS AS MANUFACTURED BY 1. t W. IRADEXN , INC. 14_ SHUTTER MANUFACTURER'S LABEL SHALL WE LOCATED ON A FE"Y VISIBLE LOCATK AT STOMA AB3• !"'... SRACK ANGLE 6�A ,' ZA* "F' TRACK ® Fi.AT�L,/LTED 2.67, T/ 4• Mox. GAP SHUTTER IN ACCORDANCE WITH SECTION 1700.2.3 OF FLORIDA BUILDING CODE. ONE LABEL f* 1/4' f x 7/6' CALK -AN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. f' -I5DU P. A.) SHALL BE PLACED FOR £VERY OPENING. LABELING TO COMPLY WTIH SECTION 1709.9.2 # 'nrE 0.03i (18t6) �' 0 WITH STUD Ow OAIAP -I WHOLE VALE'() t/+'a % 3/4' SOLRI-SET ANCHORB, A,5 DISTRIBUTED BY ALL POINT gCRfly, BOLT & SPECOA Y CO. FLORIDA BUU M. CODE. 0{LVANIZEO STiF1 •344'W (et Fa-i60D L0- 4� 10 PANELMWTE FENAf£ TO AND PALELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION CU 0RPERMI $HALL CMAY DE USED TO N4,, IV TOAD �l �^" IG fl>�p - I//r 00 CF TAP -OW 207.1 AS MANUFACTURED BY TWA -FAST CORPORATION �M'B�� i � ��N PERMITS N Tiff srA'iE L'B ILA 9 i 376�a �:"a b7S « � I t.as3 �•'`' GENs ` `L // �� i x L/LI B:T) MINIMUM EMBEDMENT OF TAPCON ANCHORS, MOD PANOXATES AND CF TAP -GRIP ANCHOR. t[iTCt THE-- P '(,`` ••••• T ND• ( , •,, ,,•,! FLORIDA BUILDING CODE (High VelocityHtNTr)GOM acne 44167. DAP Q p •• •, T &.00IL UNR SHALL S T 1/4`, CC� : • 2 _ aom n Txi WI ,P r eoTraA B yy : 1r FLORIDA BILGING CODE HI h Vaibct ihlrriconr eons y1 EN FLORIDA WILDING CORE H)ph Velocity"It c,Hn. zonelli 8.2) GALL(-N ii 90U0.4E7 ANCINORS 9HALL BE EMBEDDED J/r• INTO THE CDGRETE S.DCIT 1sRT. NO EM� 20 GAGE GALVANIZED STEEL STORM PANEL.-.... axe wN er 7ED NamG - mom TIRM MC. FP. aem taTEG9, ae. FJ'. e'^ J N�i 20 GAGE GALVANrifO STEEL STORY PANEL GAGE GALVANIZED STEEL STORY PANEL ,YIN. 4 167 a �/9e/mm D93• 7S• -LDOE is aAiEl. :.(L: STATE P MYWRI iY t•10 44167 orro tM INTO stucco SHALL PERMRtED. ,/4 a zo SCREWS USED sTuu BE 1 1/2' IUk 0 tR9NIMUN STRDUL� ° GLOBAL PROTECTON PRODUCTS, LLC. KEY HOLE y9ryOFF • • 0 m/Wyalea SECTION A-Lfis 07 msr, AND r McNIeuA Fcw WULs wG11 NO sTucLs. OF (� EEG 0 . `Wc Say a, SPEW ° �, AT PAN y`�ks / GLOBAL PROTECTION PRODUCTS, I.I.C. DaE - PROTECTION PRODUCTS, I.I.C. rapt D 06MAI4Y .DWIL n- AO14 ., _.�.�- H•T-S. ATE 20-alb W • w ii C 0 4aLo9N 61 amaT /t C /� �ix ECOIMt, -;L+r _ /` �YV IMi. - Nq6 sW,. at s04i1 as Op t1A : Aa. ae • • ca T,Mw 4 AOAA R aN« PN A� {9ase9 Ta+a Nnc tP6O6m 6m HI wx aw+ a sw aANAC A xxaa amxE as tIWW,R.3u14 2O-l7W-'C(C•••.,,..• ,,-.,twWaR-TMP.Poa,NxaaT,-era, oMA,Ftmt. 'res ....• ,.- r la•1 W,-TAW . �. , iAtAF FN-1M1 ®Z..XI_.iit% � o • oR1 za-t is b+�s ••.••, CM66%7TF s,- , - ,w a,4. s IAwAM91P MP: MONOLITHIC W. 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VARIES x 1/9•AVA €QIRECTi 1 rggj£ FOR CDMi&NA'ROAI tTF CT1aNS, j t g MxsTc cTiR CaMlf�ta7NfN aF cnnMLo. g.T. Wo�ao R�ATE'SPACER i i TOP Aa BDttOY MOUNTINGS CAN BE IN IMMAWN - ,�L�LL'�. . i am ' ' g MttHNlll„ TOP BDnaM MOUNTINGS CAN BE o o ` tRM3f CD91:RL1E ANEagRa -� 1 COMBINED IN ANY WAY TO SUIT ANY CASE E fPUNi i 0 1 NsaL I( COMBINED N ANY WAY TO SUIT ANY `• i tsEE SCMOW Ott r i INSTALLATION. tt6-t16+ REGALE 9: t• SL;M.E J/6-t`SSCALE Xty NSTAUAMON, 1NpMRaL 9) 1 ACK 4✓r � ,LpA rf�; �rct;A fWr 1 :• $ FLORIDA BUILDING CODE IR h VNae HMMcxirw acne PD„R I CONCRETE /4 FLORIDA BUILDING CODE M h Ve! Hurricane Zone RaL SrAomA M91¢R • r. ;' V aEGmREo. �}---Eo. - = T(' jt,YFN 7 1 I I " MIa BLOCK i tRIwnS •••., ,� @�'•' DENS FLORIDA BUILDING CODE Velocity His cane • _ ce°aa n 'ram' 20 GAGE GALVANIZED STEEL STORY PANEL rP. a .GT a a a) �yo,,, RED,�p. - cram 2O GAGE GALVANIZED STEEL STOltlii PANEL rP: - '� �a �' aR" 2D GAGE GALVANIZED SiEEL STORM PANEL ra AIiO1fA6 s : Tt• = 619AIN ar . T9AafA Imo. s 44167 I Dk*N x ){{y FaR OF crr.TrcaYs; NO 44167 crow SECTION x-X 4'*: * = TY]FdD 111e- �J E.D. - EM �� W * _ mJn a I POIWi 9) Tf9 ; ATE �� w/»rym6 L P , _ CELI�y °�S .. ORI D,: 114 f E C 01Nc. GLOBAL PROTECTION PRDDUC7S. LLC.E 3/e-t x IA9AL PROTECTION PRODUCTS LLC - c N Nn09 9.W. 61 PRO OME i $ rE Tl,,, ET� Q a 9qE: tSEE SCHEDULE ON TOP 8 BOTTOM MOUNTINGS CAN BE ' ,p ; TE OA : • - EC IO st PR O S __ : ANTE sL w,4FORVAMUQUIRED TOP4ea9 LW: 9, sTaEEr siwEEr s) COMABINED IN ANY WAY TO sun ANr �(. R G 0 rNa. PROTECSW,TION PRODUCTS LTC. ON j 7 jtj : E ■ n m owr R }RM P WN0. iP343aa9-7JM, ikh lee4N09 67R7 2D-17G 1. ^. ? ,• R LAAN ANr 0WY FL 333R4 kr wR ,Pop an- m. r., °taaeMtl°ai:Nn ei RIDN, w alu r' ,w'�M ."��r °° t b+)Wa 7s. rnL toe+) aW 9raT 20-178 TN5TAt1AT1aN.#yy,Q,c� . RID uc aw +: Rw woe A m,. PN (ae+)7 FAn {9s+Hm era 20- IMP DA 9WFr,e rYA. 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TLDE MULLION » C-r :r t 3' t t/!' >4'-6'm a'-r 2'a 4"4 t/r > W-W TO r-10' t4 .i 4' 1. 4 a \ $ Map Ate, 0 RATING « UP 7q V+'}6.0 f ORIEHim SECTION 1 P�M#q�tlAl SOLE 3/8-T' TOTE: NUWON CAN At50 � BgTMLFD WJO REMELT PAN0.S ON TOP ONE PANE. 'VEIrT Aa eonDlt DF oPEJRTat. ALLATNIN - ALTERNATIVE IMP SCALE; I/4" - I' WALL MOUNTING DISTALLATWIN - ALTERNATIVE 2W SCALE 1/4' - 1" NOTES I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 pm.1. AND PANEL'S LENGTH UP TO 2. FOR NEW WOOD FRAME CONSRUCT(ON: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DOCEM OF 0.55 OR EQUAL TOP R BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CDNCRM AMCHOWS (SCE wwmu dl POURED CONCRETE 14 IFOR e I (sEE OET th4)... l f l - 14 10,RAC Y7�ND° ri T i i/2E0 9 snm a 1z ac. ,/ah,• /P Y I O.a �WIM (OKE I l i } I 1 � 1 EI (SEE OEL Yf,4 lSI 1 1OR 1 i 1 COOKIM aLm WALL 1 r i { ! 1 DeAt J_ -WAII YO4.NTIr IAsON W I! 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S SEE OETA$5 FOR BSYALLAD NN INTO WOOD FRAME BUILDINGS ON SHEET I& y'• & SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. •BAN FS DNA SEf;'fN>FI Y•••Y SOME 1f#"�i' rr� ■rua�Irinrrls�Ir lltlil It tlt�illl{IIi111l1i. 11 Lill ill ■ •rna WnrrrlrneTW`tNn�sonsm, ••.ernrtrnr.•.■-1-1-01111 I LING At p Q¢R MoukTING WAU At nXIOR UCK&DNG lNST 1 I ATMN - Ai TERNAM AMF i$STALLAMRS - ALTERNATIVE 5W (SECTION AT TOP IS UMRED TO +554-67.0 WAX. SCALE: 1/4'- 1" LSD. DESIGN PRESSURE RATING) SCALE 1/4• - 1' eo ,NeN AupAm �,Ae IOgNpsa4W1�C.wa M W Ob,ND 0�I FLOOR MOUNTING RiSTALL ' ON - SECTION AAW SCALE: 1/0 - 1A ART. CDMI1ETE ANCTIQR& SEE SC1EDLRE ON 6HwtT 1L h "m WOW ECIIEW: NEE SECTION am ZWME', IS _�►. tw/15 WIN II IN 1111111111 MEN r i DP F Am ,owls, 4 1VIALs) LS I/t4 W/15 -•' ON LIFESglm PANEL I^ AREA WINO LIFE SAFETY PlwEls NOTE t13 I i.e. REfAAAR PANELS W/ OR-.---i.- w/0 NEGIAlL IMAGES PANEL_•,{ (SWI LAST PANR7. Q T_0 6E RNaTAltfli AS awT LIFE SARTY PMI OPENNIG S ALL ALV K PROYMED W/ REAR NAMO(E TO FAC6RAIE HNSTA(AA WNTEtIDEO ELEY TiON E TO OR REMOVED FROM INSIDE OF 3/32"_1' 1�5{yAE i/4" Mm. OAP •ca- 1 « i • 1I4` NBnr. 1 t�AAi7 � SFI IMTE , P/AkLS. B S�E R07EP t} SECTION 8-6 SCALE 3/32'-1" MAXIMUM A.S.D. DESIGN PRESSURE RAM AND CORRESPONDING MAXIMUM EMELLENGTN NO SCHEDULE (VALID OILLY FOR a R6TAlLATONS AS PER SECIIOHIS T TH RU 10, ON SHEETS 4. 5 At 6)IKU " SIXIM W/ 1/4 f-2W' SS. W.S.. 1. WNOAIT AT aNB4AP a MKINU1N IF PANG_ Ily'JQ EXISTING CONCRETE A GQ BMCK STRUCTURES (PAID ONLY FOR PAWEIS( & QNSIALATI NS AS PER SWOONS 1 THIEL1 7. ON SHEETS 4 # B) 1MµµiNlllN,e.,_ �Aagr`R a. rug/ GEk `rv? FLORIDA BUILDING CODE h VelocityNarACano Zone No. 4167 W2Dm TILIM AID. Za GAGE GALVANIZED STEEL 5TW0I PANEL4AD FP. I PRaT�c"noN PRooucts, uc. �/! /� '. LOW PROTECTION PRODUCTS. U.C. E C °' 6 /y �ti `'• .ALE A011 �su, •• V INC. 4tllD S.W. 61 3RWLff DaAE H x13t4 - ST AlA4 ,& Mo, 4w 31A MTMP eaPWRS. A ANM NAN{m I000 K'7640. iNt CM4R•6-aril, M... s pliO of-»m. m e fAiq...Tl-,q, - 2G-1T6 oArxw4, NW. 'f WALTT. c+--0dDbrr6 AN 4. r esNeoe er km .Ir., JG. SE NT 4 OF as NlA1NHIAi LSD. Yet. IEIIDIN 465.0. -7xA Y-a' OR tF% 2 1!4• {DIBCSEO t 7MN a R 7 +3sa -T2.HI >r-r m e'-6" Mu. x 3/4' LNBOLTED i THIN a a T +SaA, -72.0 T6'-a' m 11`-x' Yaa.. 2 1(Y• ' � b ++1.6, -i8a ,x'M" OR LEST 3 1/Y'" "�" 8.9k t0 4/41OWM AS,D. OE.501, aATr+c (�...rt MA7.XA1 AN,a,DRD SPACING FOR ED. - 1 1/$' � � OF 1NE1N NN4Mw PX$E tEw6n(t (n.) nPCON auP-aRir r1AN-a! nvlEtYiHE FowE a wNF1wTE Fws. To ,s�aaTE m DaNR1N1E na,�TE ro coNtaETE b to tafa To ATE atom E 6' N/A N/A N/A 6` N/A °` W" � } tiOP) 6" M/A. NIA N/A b' N/A C N/A K N/A 2 itoP) +Y,0. 72:0 K WA NIA. N/A 6' NIA - a• NIA 3' NIA Y (6OTTTAO Y-6':OR LES$ !' :NIA NIA M/A b" MfA °" N/A b' MIA: 3 G 4 (OOP) OR LESa r )VA l(JA NIA 6" N/A e" N/A T C 6` N/A 1VA ff 8• C. °` a` «" 4 d 7 (•aTTOM). N/A N/X i2 Y/2' 6 A/4" 12 1/x' a 1/4+ SUE s+Ars ,a d „ ICIM ANI210Ro TYPE a SPMWaD FOR aasiN,Anas wTO WOOD LOGE eu4ira. ,614MUH M+nIOR 9FACNtl4 AND YNMUM tux D6TANCf.Af6 Naaoa,.aN n+8 .E: FOR ED.. IISS TtMv WIOIOATm ON 6GE°,AE tWWiCE MNUHOR SP#plD ar A6RLWWYaa NrIOa4D,sIRn1tN ECI3DUIE Orr f F'OJAWND FTeiDRS. Fdt YI6 OPERATION T6 66 PC83EtE,.lE9tIpD SNfXgO•DMED 1181Iq FACTOR. THE, SIMEL. MDT DE ULV iWN YNaWA1SFAGeAT DMGTED FOR FMat A,CIIOAi1PE AT ANA71gRS LERFMD, ACIRst 7WK 1/C4 //C° f/4•e t/4a i/1'e ,/4y rAFDMx v,�w-rr AM aaR-N parsY tw AtaNR DNeO,Na OL3 a 3 s- s 2,12 s e140We/YNW ,?Nte,b aJ 3 3 3 a a 3T/! 11AA,Wi 41nMn1. IbeQ M} 2 3'/2 $ 1/a ACM6.IPa (pRc crl««A ITICOR y T:le 1m - 1m Af - y � tm 1m. tm 9 r S/6' LONG NN9S tAlSf•A7 tad' UNIONS MS. • 6 t/r y6 RLENwmT frANDb TTa dUM F m s 6• Maw 1wMn1WTE sE3,ME ID ON AIM a t2 ,h• m r-wm t F DWIND WOOD PLATE FOR 6 W ro E-C uex dGiEff1 t. INSTALLATIONS NEE. ONLY VAUD FOR BUILDINGS WITH AS_O• DESIGN LOADS- UP TO +55.5. -72.0 PSF AND PAMM'S LENGTH UP TO B'-B". 2. FOR NEW WOOD FRAME COPNSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC OENSI'fY OF 0.55 OR EQUAL. TIP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY F ;1... 1AJ> 4 Q i � • i�)•�r4iFTT C. " SIM 0 EVEP (AIERiA (12 Ff2` O, C 70 1ITLD PANE a18" 0. (CASE 1) rMK(1) .M: L«. .,•...«L :� +\ :ill =1! MAtI ASa TAPCDN OF 1AF-GNP t'XN-01 FEMME O PARM tEOEM PANLNOE AM 0 TO TO TOCONORM TO - m .. m PAk , 06 wawwt tHaM T.'(it) =AM110E tU01i N CONCRETE sums OUDbt �THU 8` N/A N/A N/A 8' N/A 8' MfA 6" N/A 1 St 2 (TOR) 35A; -72.0. W-0- OR LESS 9' T' 8' 9" 9' •' @• 9' B" 9• 1 (BOTTOM) r NA / NA / NA / 6' K% A 8' NA / 6' NA / 1 t2 �) 45" -72.0 9• 5" 9' 8' 9" J t 2" % 9' t 5'-0` TO 7-8' N/A..:. 8" M/A 6` NfA 8" +55.0 32.E 7 -6 70 6'-8' 9`.. #" 9' 8' 9` MN ASA 1m RAT0H0 T ISntatet • «h` rL T2AH TOP Ir Malt) CAGE 1, (STUN e r law mau TOP G ARYO SECTIONS TIO MAGNUM PAtIE� LENODI "L' PANEL H +49„2 -6T.5 3• ? 3' 4 1 1 4 1 2` 2 (BOTTOM) 7'-6- OR LESS +523 -6&O Y 1 3- 4' 4' 2 MOTTOM) 7'-6` OR LESS +55.0 -72.0 2 if2" t 2 1/2' 4' 3 1/2' 2 (BOTTOM) J'-6` OR LESS •>55.0 -72.0 3 1/2" 2 1/2' N/A MIA 2 .(BOTTOM) 7'-6" TO 8'-0' +55.0 -72.0 N/A N/A 3' i 3' 2 (BOTTOM) 7'-W TO 6'--8' UXAPON AT END PANE. 1/4� i1' �g T 1 SIX !17-1NTEREOR PANEL '---Elm PANEL B �. Li r- MaS. ANCHOR LAIN. ANCIM LNG -sPAA SPACING SwCdHO DETAIL F{ OOR AtI+L�I _I 1T�7ALL ATION PPLiCABLE TO MEDULE 2/ WA . 6" } 3� .MAXIMUM A,S.D. DE�lGN PRE��URE RATING s f) AND jiRESPONDINt .MAXIMUM PANEL MO. SCHEDULE t .F ONLY m SECTIONS I a 2 bNCATFs 1> = P E ��)U 4 Am" Aaa ttuWx Nam° •jam Ymx PNM�L(i�Lt1+�PN Dow rtatArw + to •As4 1w,a aotWRRNI •Ba -Ta.O a'-b' 2 N4• INIGa>a SEE S ENT 13 FOR ANCHORS TYPE A, SPACIAL FOR NSTAIA M DIED WOOD AWARE AI DND. MHUM ANCHOR SPACINGS MM M MW � 06LANX AN IND, OM ON DO WWAL FOR ED. LESG THAN INDICATED ON SORDOE RFAUCE NOM SPACM 1W HAASPLY104 SPACING SHOO ON >iClKO11lE BY THE FOLL,BWN6 FACTOIK. FOR Tim OPEpNiON TO G POSTNE. AWUfiD SPACING OIBTANED LIO2N0 FACiOR.NPiI MOT RE ti5a TEN hWWNAi 8RAC610 MOM FOR FACN ANCHOR IYPE AT ANCHORS Logm, . AAICHIOR 11E• /4 'No T4a / 1 +S 1CY T 4 i / . WIYAII ax TNP-Asp pLk-W Hd" Ammm taM01IO 2 a 3 *40" o () 3 3 a 3 s HaNRAI. IRe4A Ow) a 3 3 ,/2 3 to 4 AL+NRi m _ "a* - I , - - - r 3t ,m tm NAUD ONLY FOR AS PER SECTIONS 1 THRU 10. ON SHEETS 4. 5 t 61 VAX" tow" AM014m SPACING FOR La - 3 1/r - A.S.O. GEM - S,PCON.. CF TaP-WW CALK-01 PM�MOE FEMALE ID PANEUTA E PM SDW 3tT 10 SwnDw TA P RATINQ (P.P0 TO 1 TE m CtAcam ELM 10 CONCRETE m OONCRIm IR.M m-O TE m CONCRETE RSPCJi TO CONCRETE m CONCRETE Elm m CONCRETE m NOTE 11.001T TO CONCRETE: m CGIAaETE ILM u,EDmvumx m K IIEY 8" N/A. N/A N/A 8' N/A 6" N/A 8` NIA, N/A N/A 1 (TOP) 1S° 4"- N/A N/A MIA N/A 1 (BOTTOM) S. [MIA N/A N/A 8" N/A. 8" N/A 8" NIA N/A N/A 2 (TOP) 8' M/A N/A N/A. 6" N/A 3' N/A 5• WA N/A. M/A. 2 (BOTTOM) 55:3, 72.E 6" MIA M/A N/A S. M/A 6' N/A 8' N/A N/A N/A 3 & 4 (TOP) >7'-Y TO W-r OR LESS 8" 4" N/A M/A. 6" 6" O' 6' 8•. 6" M/A N/A 3 (BOTTOM) S' NIA N/A N/A 8" N/A 6" N/A 6" M/A N/A N/A 7 (FOP) 8• 4" N/A N/A 8' 8" 6' 6' 6` 8' N/A N/A 4 & 7 (BOTTOM) M/A M/A 12 1/2" 6 1/4- 12 1/2- 8 1/4- 6 1/4" 6 1/4" 6 1/4- 6 1/4' N/A N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A M/A 12 1/2' 8 1/4• 12 1/2' 6 1/4" 8 1/4' 6 1/4" 6 1/4- 6 tf4' N/A N/A 8 (TOP/SITCOM) x•-a• TO it-2' SBA. -72.0 NIA N/A 6 1/4' N/A 8 I/4` N/A 6 1/+- 6 1/4• 6 1/4' 6 1/4- N/A MIA 6 (TOP/80'TION) 8'-8' To IV-2' N/A i M/A N/A M/A N/A N/A N/A N/A 6 1/4- 6 1/4• 6 1/4' 6 1/4" 6. 9. 10 (TOP) • -�,0 +43AOR 6" 4" N/A N/A N/A N/A - N/A N/A 6" 6' S 1/4` 6 1/4" 8 (BOTTOM) 12'-4" I= 6' 4" N/A N/A N/A M/A N/A N/A 6' 8" 6 1/4" 6 1/4" 9 <BOVOM) OR LESS N/A NjA NfA N/A N/A N/A. NIA N/A 8 1/4' 8 1/4" 6 1/4" $ 1/4' TO (BOTTOM) SEE s•71tS t0. „AND 11 laR ANEatOgS TTPE $ SiMtINO 1 ' R18TAdlARON4 RTo YwGD MR o. LEN TIYN SG6LIKE,w Fq I O" OIYS 0.C!O J4E.8+f THE MMIA1 FACTORS: FOR INS OPERATION TO K PONE. REW= iPACRIa OGTMAEa U922 FALTOW SHAD. NOT K LESS THAN MNMUt SPACING MMw1EO FOR EARN MOM TIM AT ANdldq LOWID, MIS TWE - 1/C• 1j4'•.., 1/4"° 1/4'A Ile. I/4"a VPM OF OwoMlSIMPLE 0 CMA-N 80,J6-�H M1. A WWR 9A1CO 043 3 3 3 3 2 1/2 3 -1. D4a4Nf• 04 3 J ] 3 3 31/2 TATAkN cs bkOd 3 3 11/2 31/2 4 31/2 ACM IA GM •I16•/•) P A•C 10 R y.31 INSTALLATION DETAILS FOR REGULAR PANELS3 A CA INjp�STING WOOD STRUCTURES e to 1O+PANN¢iO.,MA17 w'(E PLUS •. ` I_7, -1110P ANDAWTE PWSiO4PANQ•N 1/E r wlPENE HEADER TO }" t `�'^ Ea PEEN HEADER TOWISTIND av 1 J T xro m ANSIZ tAD00 NIFADEA 2 1 3 • ; WOOD HEADER.,.. e 1 VCHEM . " ! s¢ smimm Ox ; SEE som a ON ' sFF aWa °M SHEET a FOR mSUVWMAIM SIASS " lDR 0. senma"TOO CLAW ' ; 1100 GLASS. Ma,. Pomm LENGTH - Maw PANEL LENGTH T n Hoc FMIEL LENGTH 1/4Y-sa11• S,§: t (SEE HDTE t} 1I+ 2Ott• ($a Mw 1) t/4Y-2Daf• s..s. , (SEE H01E 1) 3YsYw/Mys3.�1•rI xhb•+ _ yw3.a•W/ 7IsN•.tt! /f VON WFsfLAP ` � � g f Even MPoAP i iSi i9 MAPf OF L' I 1 l i IT FALL' wA4,WA R " ,iia0lan.. Dow alto • • ,2 ,/a ao. j i i 6"1/* of 1.7 i f t 4'E LAG SCREWS 11 i 1{ r O.C. W/, 1/2' 2`A4' WOOD MA {k 1h10 PANELMATE PLUS 4'tt' YY006 I I �� { _ 2't4' WOOD MIN. TPENETHREADED AEW7OED i I 1• a 6 1 4•:_oc W/ 1 7/11- L (t( M THOfOF AT P6FLflnATION a ,st 1 4•0 LAG SCREWS f t J WMili Of PLATE T I i S1Lq D.C. �STAGGERED Iv MOM DIRECT Is.'"Amm t` AT NIC11rT, OF PLATE SCN.E 3I6_i' SCALE 3/8-1• SfOAtE 3/8-1• 1. iN9TALIATWHS KOR ALTERNATIVES BLY, 9W $ 90W ONLY VAUO FOR , A111Ti( BULDINGS WIT}( LSD. DE51GN LOAOS'UP TO +43A -4&0 ps;(. AND PANEL'S LENGTH UP TO 12`-#" �.,, •• Tw 2. FOR NEW WOOD FRAME CONSTRUM,%, WOOD MEMOM TO BE SOUTHERN PINE NO. Z W/ SPECIFIC DENSITY OF WWI Oft EQUAL:. 'S��r' v� L :� FLORIDA BUILDING CODE 'NI h Velocity Nu one Zan+:. NOTE F� E:DAte+l!ATiLRNl1F SCTONS•. = NO. 41 ? * - 4�70 nma. R4a 20 GAGE GALVANIZED STEEL STORM :PANEL, wMFaAi'6r :TOP & BOTTOM MOUNTINGS CAN BE * '^"• +�•Aa�.�. m/26/maa COMBINED IN ANY WAY TO SUIT ANY s '.�H F Q'-•o* • _ T L C �I` PROTECTION PRODUCTS, U.C. qoc INSTALL4TION. F i {11LT sow . .3 : N Axr owr4 2 33314 O''•. y6ApFSS! p F� --Mrs: N 64-1m, Eft Yin m, O:EkeaT6NL sAfc 0++%II 6»T Z0-176 aaMNG e a mr w 4PlfYl r yhJ HNEH •E ATE ,WA2ERR AR .k. P.E aa,T-,r INSTALLATION DETAILS FOR OPTION 0 1 FOR LIFE SAFETY STORK PANEL SYSTEM ,niMT sNEW6 s 6 as w/ INTO EXISTING WOOD STRUCTURES ih 10 T11 D IA:lETiMW/ j m TATDD wA/AT . / 2 Ea I. 1 3 m I NE.imEM T RNATIVE 1 E let/14}• mgas 21l2 D.C. `D sE SCHMM I ON BMW 14 FOR Im. TO GAffi I - 1 1 Fg EO P 1 ONRAM 1 I iU x1 � vim 1"' i WOOD R 8 A(LIERNATIVE 3 ALTERNATIVE 4 OUP _ 1Aaw 4ir AENAn:L oR i 1 1/2" I( t/4•fARa/6" tD11R MtABs •UNRNG w/ f ,/4'F uxa ss Ms a a aG aR 1/r,H�-m PA1E1AwE IELLaE Ro aR A T�,AT"LY� WOOD FRAME CONDITIONS dE ANCHOR LOCATION PAM�MaF PLUS R 6' a.A. WAX; yr . I• TNWJ ED »TND,oN m Eas"4 WOOD NAE Non:: S wIrm TRAM tot "m FOR OARTY WALL MOUNTING INSTALLATION ��p TltVl ALTERNATIVE 1VV 2 :.•' �� $ FLORIDA BUILDING CO * asDm TATto. ND. 20 GAGE GALVANIZER OF 1.omLtl,LATlEHlS ARE pNCY VALID POR WITH AS.O. OEIO4N LOOS tR• m:•4 FrrrN. +ash, -7xD Am AIM PAaELT LENGTH UP m e a". �9v -. Ft Rtd LOUL PROTEm ,Ly ._. ._ _.... Il.TECG INC. 2. FOR NEW W / aGNSLWNOTtltC DODO 0010 TYo m 6E SORRHEPoN 'i,' (•5 •••• 44 •,,. 4�D 6., PNt Nb.. x. TT/ DE1m1Ht1 OF OS6 OR'EOIAL - +AAAOAtN Mn WMIOOA* l� PA BM.R .x_.R.nANM NIgE (aa4M�-7H N N � j � U N NCL O CU !` CL C6 0 - .� U to C C6 Ri U) O 0 CL O O a) 0 � O .cn '0 E L O S, A•E� CL Li Q 9911 6- C � N a L,A ;3 C r'' W U (.../ LLI SHEET NO. SH 1.1 ANCHORS (SEE SECTIM ON SHEETS 17. HL t9 & 20) - 3' MAX. �SA/1!, 4A/17, Will. 3/17. 4 /17. 6!/18. 3' 1• MN. 1WNJtt. )AID/10 & S„M/20 r*MW/T9. 72W/19 • WM/20 I. 1 O �i 1 0 O O 1 O O II 6 1 MAX. L.', SAj17, fA(17. SIVT4 �---wm MR AI urr A, New - 7 ;q/n. 81/18. y. MIN, SAW/1% 7Aw/1i t aAWf>ffi i'"I�w'�/r!. m/ts a sewl a 1, -----------.-ANCHORS (SAE SECTIONS ON SHEETS 17, 10, 19 & 20)------------ _---•- OPTION #2 FOR LIFE SAFETY STORM PANEIN3 ELEVATION SECTION A -A SCALE 3/Ir.1- .. ! ! i 4UA MUM MAXIMUM &S.D. Max. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL_ RATING (P-6.0 (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-8' 2 3/4• UNBOLTED 71'.®, DIN AN€H14N5 O 0 aAP�WN ANditll9 }$• o .ANCHORS f, �Y 6` o PD43tEo - 1� ol POURED Gaud, ran coNCREr�� b QED C xE. j eIMRCXR i BILOCK Rmurm 1/4'(k jj--[_ n�toczcGu.IEG !, 4 + ) It SWAVINON RMe 1 faRi ,M 1 i � I Wfrit 1O j I WeEr +N 1 ; gtlB11NG.,� , I I I t i 1 I I 1 , 1 j r t/s1i-sor g + I i'L� I 1'7 1 L(• 1 �, 1 I a• i L ,4 1 E.U.* ; REDS qq € I t/2' - --779'.h,1/4•tl 20x3{4'S.s. N.B. W/ �1/2` 1 4'1-20oi/4"S5. N.S. W/ t jj3j32 W9a NDT N 32" tJ2' (♦MONO) YENG NUT WASHER { k 7 rt x J/32` r D,c. t f 7 q x ER WING7 - L C! 12 I NUT WASHER (SEWN©)' Pi , 4 TAPIR ANCHORS 1 4" IAPCON 1/2, D.C.AHCNGRB ti t� 914 TAPCdN ANGHCR6 �4 11r at MAGGEROD O 4 i/2• D.i ( 4 GERE DW i 0 4 Ij2. O.G. W! mW) ( CONCRETE TADOoIEO W/ SnW) OR CONCRETE OLM OR BLOCK OR CONCRETE BLOCK REQUIRED WALL jy�►l IC INSTALLATION Rau o rdSt6 NATION WAU Id RE NGUIRERIMALUMN WALL MOUNTING INST�i LAM e" J0� ee "L � PL SCALE Sr,r 3/r-1" SCALE 3,w-1 SCALE 3le-l' "�`g A Ttt .. 1� FLORIDA BOLDING CODE !0 h VelociP mu Ytoone Zonoll is am OEM Na• 4 k mMwo RLfiKs Ne 20 OA6E GALYANfZEA SiEEt STORM PANEL ay p m s �;$p., R © IL E C O IFEI.GLOBAL PROTECTION PRODUCTS. Etc. 0" %yA"'••. ....� ♦ ANY. aae,FL3aT14 20-T76 4�Fu^ tD w:,w, sL.. m wreAaa+caL A A,H4 a,LYAas p64)a1N-xa4I.:FA11 (Fs4)ew-em S( NA nw rtx4lmHw.w,,to)m-N1 OR,t1E+c Hm wL A k:, !*AL w.. • - 9=17 OF 24 SEE tINHSS it 20 fOR ANg10Iw TYPE A BE AtrMxoR ttMc L2�Oa11 EPACIG FOR I641MLATIOI6 81N0 HOOD IY. Apa,Elt 1111aFI0 9a '�. {PoWIE SIRING. IIIWNI AJAI{OR SPAd16S NND fAMWR, EOOE O6UiWiAAE akF9A1FD ON I,W4 � wgFlnANr4 OW+N+a a.r M 4CIIEOUI.E fDR EJ3. ti88 IILMi IF!latlNiO CAI uTIEwM.E R aNm,IR ST YtIU,PLYAC SPAaNO eluwN INN ST�Dua 9JbMhT a,+mNb W♦R iR.T a A0.q,ltM R1taaIF O 711E I'OLEA4p ►ACTOR& FCR lIO a1•Ew11raE m � rosseu. RFnu�a �- tom. 9M 4 ,/2' - lACN6 DIMRN WYN RICRR 9IPNL NOr eE LESS INwut NMaIAI sFMn1a 1b+bOEO FOR FAC:H ANCI90R TYPE t1N 116 IRE � ,m - a, INSTALLATION DESAIL5 INTO EXIST�GEOO -..-..._-..1I4 TAPCON ANCHORS FOR OPTION #2 FOR LIFE SAFETY STORM P NA EL RED CONQTE QR CONCRETE BLOCK $TRUCTURES F(4" TAPCON ANcma MTEM POUM Olt S } NEou� A. I A` REaw� wx wallonN m i ' NWuAn� f a 1 ; w WaWwnw R y- y� yg GLASS j1 TNOEAP r # S Mrvo r ,4-10M PANQM IE PLUS lY/ A10 WING NUT WiAS1fm t 14-10•i PARELMATE PLUS�T�I// 3/3r x 0 a 1/1" O.C. /E4 x WINE NUt WASTER i (BEYOND) YIIALL RM DCXIt�i�9E BB OCK SECURE Lbdf REOUIRED lliAl.L iiSt N Lsi1581 st_a' Mix SCALE 31W-1" 4 Um P. LrL ,d A(Z.A. 7% SCALE 3/8•.1" FUN FORMS SUALOM NQ.44167 FLORIDA * WILDING CODE h VW2!l HurriGone Zane 1: : : i InI2o nraq Ak. *s= 0�1: TARE - 2D GAGE WLLV/tN[tfD STEEL STORM PAt#7. FA. ,yaw+ nN i�'tF' OR AL PROTECTION PRODUCTS, LLC. /�� •""" '�Q 1MC. yr`r ORAL tlNE ,ew 3rc sT 3314 NMIIr4Hpr xw -y1�y a,xw YYr.., fwR m-row. Ps,:Ppq M-,an P4101r: 14M4TTEa F,w•.�hs4)baF-ani 20-TT6 - P:E E TINTER A'1&NK1bA PL aw1aR+ Nat a ••. NNR 48 W AS SFE BEET t9 ! 20 PoW INCNaiS TYPE A AiWM� TB�i 1/4'. �„ t(4'4, EPYIGIG FOR I6lNAA1d13 WAS WOOD Hq NrplXt EPAc4w NMW 3 3 WWMUU,MA210R SPrgllbf AIO WN�MUN tTfFE LRETAUNa. AAE IND,nMm a TlIB 414axe�rANrA ea+..er W. A 2 S 2 ,(P s1aE�AE FOR E6. t1•sn T1YVG WO1pUE0 IxN sawMlMNc 16"OLIC� AHGCIKIR sPArI+E nY r1M.RPLYaM9PAC1W s1,oRG.aN M,a.W4I aNx".w IMeI O,J AOBM.EA AbC[DIDRINW lAOpMt B¢ THE TnN>•02MN6 FAL'IM5: FOR OP@YMFX/ m 06 POSSIBLE RiDICEO 3p - M , - - sPAAMR o9IwaII U8W5 vAC1OA swu NOT E tiaTHW waMw sPACMIx IWKxita FICA GiGI ANCHOR TYPE ON t1K EC,IE4IAE ,m 3, - N N � U N c, O C CQ �- O " C: O u- .0 -0 E O W J INSTALATION DETAILS FOR QUION #2 FOR LIFE SAFETY STORM PANEL MTEM S61 6m, Ntms: Y N+ Ez „ E :Pa im �1�s INTO j�Tt} EXISTING WOf9D S'fRUCjURES B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AD PANEWAIE FEMALE W & PANELMATE PLUS INTO CONCRETE EXISTING �IYOOd STRUCTURES 1, E-Z HUNG sTDRM rAaH�L SiNOLTTN oN THIS PR0000i EVALMMAnav DDGuMENT (P.E:D-) L45 T#EN w:TNFrEO FT)R COIInYNCE N ACCORDANCE WITH THE 202E (7th EDITON) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4-. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2) W41MUM EMBEDMENT OF 1/4•r X 7/a" CALK -MN ANCHORS 5yALl BE IS 7/B" Wfo CONCRE-M `� HEADER HID+I R FIAT A WIND SPEED AS REWIIRW BY THE JtA45OK,TION WHERE THESE SHUTTERS WILL at INSTALLED ANO NO EMBEDMENT INTO ANY FDaSH MATERI& SHALL BE. PERMITTED. :. YIOOD NEWER c Ft}R A DIiEC710NAUTY FAOTDR Xd�d.85. USE+X) ASCE 7^f8 AND SHALL MDT EXCEED.TIHE MAGLCUM {A.S.D,} 1/4• I-299 SS SIQE7ALK BOLTS USED SHALL BE:WHO BNOLIGH(SHOULD ANY FINISH MATERIAL EMT) TO :•. ;.: tlk,EiED '" �.,.. GUTTER 1j4"51 TAPCDII Y 8` D.C: .;• 1 4Y. TAPCON O 8"O.C. DESM:N FRESSUTCE RAiit INDICATE$. OH 3i4EE1S 2$ & 26. ENGAGE 311V INTO ANCHORS. / 4-0 TAPCWN 0 r O.C. 1 1"• TAPCDN O 8' O.C. 1 s e TAPIbN O r-aC. 14-0 TAPCON r r O,c, 1 "` T f/z" ARM. THWFiWED i , ft 112' MIL THAZAVEO W OtB&R 70 YERIFY iH AT E CONORWN. ULiNM"FE DESIGN WIND LOPES DETERMINED PER ASCE 7-15 1 1JTI NNA 7HOFirOFD 1 1 - -M91 TNREAOFD i i /1 tj2' MIN. 7HOiEA0E0 - , j1 t/ rIU. TNPU#O j p TWIN AT WOOD PERlETRA110N AT WOOD SO) L BE FIRST REDUCED TO A S.D. DESIGN WI•W IDADS BY MUL7IRLYFO THEM BY 0A IN ORDER TO 83) n4 CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WAL `+1 710N AT w000 AT W000 J / AT MOOD 1 i PENEINAION AT MGW TEASER TO COMPARE W .D DESIGN RE PAIR TED ON 26 A: 26. LWN STRUCTURE BEOND SUCH PAPEIS. ANCHORAGE JJ 1 \ 1 ICEAOEW \ THESE J MAX. {A,$) PISSU TUGS SWIG SNF.ETS ANOCORS SFNLL-� I.OM. ENOUd! TD REAQi THE \ ', , WADER A % -i -`,' SHALL BE AS 1ENNTIONED 1N ILI) AND W 8.2), RN ORDER TO VERIFY THAT COMPONENTS MO ANCHORS ON THIS P•E:O. AS TESTED WERE NOT OVER STRESSED, A SU INCREASE S 1J1" f/2' i 4• f F(Z" ,f2` 1/2• i 1. y:: i/2• i/4+ IN 914WAIXE STRESS FOR WAND LOOS WAS JAM USED nN TIER ANALYSI6. FASTENERS SPACING TO WOOD HAS BEEN C 1: }/4' . • T 4• +e DETERMINSM ,N ACCORRDANCE WITH N.D.S. 2015. (0) ANCHORS SXA41. BE INSTALED FOLLOWING AU, OF THE RECOMMENDATIONS AND SPECIFFICATIONS OF ANTE ANCHOR'S j 111 .'d / IMNUPACilIRElt. „6 t 2' ,•:: + i i 2• : , Z° .'.:` , r 2` r.. I L' RWOWEQUI HE/DER 2• S I ' W000 HFA9EK 2 ' i . SILMad PANEL•S.'iWE0U41G1' FOR IUPAC'T' AND €A17GUE RESISTANCE NAS'BEEN VERIFlEU 2N ACCORWNCE NTITf SiCTON I828 OF 1 Min. ,': i I lAn. • , ;; ' MI,. d-'{ I , , REQUWED € REg1ARFb ; I' , , ABOVE MENTIONED CODE AS PER FEFIES71tTWN TESTING LABORATORY. INC. REPORT - 2032. AS PROTOCOLS 7AS-201, iT. IT SEVEN BE THE IiESFK}NSIBRITI' OF THE CON`IFUCiOR TO VERIFY THE SOUNONE55 DF h1E STRUCIIIRE WNIEI♦E SHUTTER ^ (/p IS TO- BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACIHED TO CONCdffiTE. BLOCK TAS-2C2 AND TASK-201 � OR WOOD FRAME BUEDINGS. � > '4•'� 2. Ti IS SYSTEM HAS BEEN DESIGNED TO tE RNSTAiED ON THE OUISIOE OF TIE OPEf�:G ACCESSING THE OPENING FROM THE i INSIDE r ENE USE OF A LADDER O LIT. TTIS APPLICATION IS VALID WHEN OMALLATWN IS INTENDED TO BE PERFORAIm 12. THtE MNSTALLATWN CONTRACTOR IS In SE/!L/CAUIX ALL SHURER COl1MOHEN'f EDGES WHIKYH RDMNN R4 CONTfN0005 .. „1, 2FrNrwK11 I I i I h SWARKAN i k /RAIN IUTWIStON. CAULK AND SF:x BFlUTTER TIUCKS AL AIRUtI1C FULL S:. -0 ; I I FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT wiND p (` a 1 , m TMBE " STYLE wN EN TION REONtED HUs OunNa m FTIBTIi9 m Ou9s + ' ' E O6Aw ' 1 €0 MTED�FI GM THE INSIDE OSTRUC "FD 6M .AND D(1C)HLE HUNG DOGS WH it1BTALA Li TI} BE + { , ' EXISTING ON SFIET L) + i i PEW OF 57RlIMLAE. - 13. STC,SOM PANEL. NSTALUTION SIU4L COMPLY WITH SPECS NOICATW IN i1HIS DRAWIRUG PLUS ANY BUILIXNC AND ZONING"' L� 1 i PAH 1EE+cnl ._..4 a I ,.L. i PA EL LENNC.11i fin a am iW T - �. 1• i IEEE eer 1A,E. aPrr.cE (SEE NOTE 1 BEtOYO I I (SQ NOTE 1 ri i REGLITATWNS PROVIDEDBT' TFIE. JURISDfC110N WHERE PERMR S APPLIED T0. \N LI_ 1aR RFx,F,aw1 i PNNQ L.I BEL I 1 PANEL LENGTH IiW+. 1✓ 710N ' : ` Ids ? 4. SERIES 2000 I15TALLAIWN 6 APPLICABLE TO SIOGUE AND DOUBLE MW AND FORIZOTAL SUDER6 STYLE WINDOWS WHEN ro 41Aa1 + - 1 (#E NOTE t BELOW) w.Ic ��WN ; _ .-- (SEE N= -i alwW) m OHAEs , 1' MOT' +; ' I M91. IISTALIATTON IS REOUIRED TO BE PERFORMED FROM TIE INSIDE OF BTRUCTLME. 14. ATRIUM PWWOWS AND DOORS, INC. E - Z RAW STORM PANEL SYSTEM- IS ME NT POUNNO. - tia snlmlAa 1 ' I lAA9E Eac�MAN i PANE1. tBGtH PANEL LENGTH 1R, arRT ,q I I ( t/4'i-�xf` pNy I i 1/4'>2W, I V I pp�gyG ai SNFET tp + (SF£ N07E I BELOW) TIN•}-20x1• (SFi NOTE 1 BELOW) I 5. A L AUMINUM MILISWNS TO BE 6063-T6 ALLOY AND TWPER. (UNLESS 07MMMSE NOTED) 15. (a) THIS PRODUCT EVALWTON DOCUMENT (P.EM.) PREPARED BY TITS ENGINEER IS GENERIC AND DOES NOT PROVIDE WxRa/3Y 7/s. x 3 3r i GLASS SS M:S W NFORNA7WN FDR A SITE SPECIFIC PROJECT: La WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO i7 WRG 7 'fN / i i 8. ALLL ALUMINUM SHEET METAL USED AT CLO't!i RES SHAD. HAVE 3105-H14 ALOY. b C (bj CONIRACfOR TO � RESPONSIBLE FOR:TME SELECTION, PURCf1+3E AND tNSTALlATHON NCLWNNG LIFE SAFETY OA V -� _�I � ,. I. 7/ ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OIALTTY SFEE.. ASTM A-$g3: GRACE SD Min" C"AWED Srm THIS PRODUCT BASED ON TEES P.E;6. PR0Y10ED HE/SHE. IXIES IdDT DEYN'FE FROM THE CONDITIONS {TETAILED ON � ,1 B oCrAwM+C1I I ' ... _,_.� { 1 ; + DESIGNATION w/FY- 58.5 AEI (AFTER ROLLED). THIS DOCUMENT, CSNNSTRUCTION SAFELY AT $ITT I ONE CONTRACTOR'S RE.SPONSIBILIiY. 1.� '� _. f I I PEME7M" Rql AT ! 1 ; 1 1 I & AU. SCREWS TO TIC STAINLESS STEEL 304 Oi 316 A9 SERES OI CORROSON RESISTANT COATED CARBON STEEL AS PER DIN (0) THIS PRODUCT EVALUATION DOCUMENT WIL BE CONSIDERED MAUD IF MODIFIED. .. i 1 i MOWWiM OF PLATE i i , f t t 5001a W/ 50 W YIE ;D STRENGTH AND 90 Lai TENSILE STRENGTH & SHALL COMPLY W/ FLORID BUIUWG CODE SECTION 24113.3.4. (• ) (a) WE SPECIFIC PROJECTS SMAL 8E PREPA ED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WNWH WIL - - i I i 4• E I t i 8' i i k i i i 9: BOLTS TO eE AS7M A-3C#7 C,A.YA)tlZEO STEEL. OR AI51 304 SERt6 5TNNLE58 STEEL. WRH 36 kai MINFGUM YE1D 5FRElWTHi. USEBECOMEOF THE 40. EN OF RECORD CORD, ACTIN THE A DELFT AND WMW ER o RESPONa E FOE THE PROPER :;€T �I.._ USE OF THE P.ET±: ENGMEER (N RECORD. ACRPIG AS A OELEOim EN6UIEER TO THE P.E.D. ENT#NEER, SHALL t� 1 TO g ...,.+ , -. L..._,J ..... a f i I I j. I i { i s 0. ANCTiOR3 TO WMd.L SHALL 9 AS FOLOWS: SUBMIT THLS LATREt TFIS 5fTE 9Pr.C2F1C 'DRAW0MG5 F RENEW. 1A) "oNS tSL �1 R; 0 ;( C..' THIS P.E.D. SHAL BEAR THE DATE AND ORIGINAL SEAL AND SNa'NATURE OF THE PROFESSIONAL ENGINEER. OF _ ' I E0. 1/4`► TAPCON ANCHORIS AS MANUFACTURED BY LT.W. BUIDEX, INC. (MIN. C-3492 P.&Q RECORD TINT PREPARED FT, �+.} (Q i _ 8;• I - 1/4" W X 7/9' CALK -II ANCHORS. AS MANUFACTURED BY DEWALT RC. (MIN. Vo-3000 Pa.L) TO. STORM PANEL MAN)FACTCAHR'S LAB& SMALL BE LOOTED ON.A R€AIDILY VISIBLE LOCATION AT STOna PANEL IN u> i � C•-.' Q� ' LTCttr -- Cgir , t/4•h2Oar WING UT W/ 1j4Y-2LL.T/4S.S. MIS, W/ • e . � � .. { , I t 14-f0 PAfIELMATE FEMfALE ID & PANB,iiATE PLIYs AICHCRS, AS MMGUFACRIRFl3 BY ELCO CONSTRUCTWN PRODUCTS. `•' r4 x 7/32" wAw Nln f f7 • x 3/32' WYAS I L:T/>s•Ix3An2' WINO Cur 1 LABELI G TO . _ - WASHER 0. 12 1,(Y.O.G WSYx3 (M KID) lAIP _ ' 709.83 FLDRIQA BUILONO CADS. ONE lA1BE1. SHILL. BE PLACED FOR EVERY OPENING. t wI�BHER () , ;. � A(X'OROANCE W1T}f SECROI 1 %0HER O 12 1/2' D.C. 1 . AUt WAStNFA (9EYOFW). ) + (i c+•3350 D•.a.) COMPLY WTHI SECTOR 1709.8.2 OF' lRff FLORIDA BUILOtNG CQDE 1 e* TAPODN 0 r D.C. N '.; A.I. MINIMUM EMBEDMENT OF TAPCWN ANCHORS INTO POURED CONCRETE B. If 1 3 4' AND 2" FOR PANELMATE 3 f1' ��: 1y t} ip ) i1ALL Lr"s A b 1 1'P TAPa7N:a 8' O.0 1 , t - 1/4.4 7MCOI M r O.c. d W 1 1 TAN. THRDNED k y } ": ... x. Jj32' WN0 NtfT " 1- It 7 6 x 3 " wNCR GA,R ,_ ,AlataTED W/ SAD) [ �' j51`AREDwJ snW) ' I" '.�, a"k4 WooD k IE,{ 2's,4 WEED y g / 1 ' 1 '€ W I ,/a 1 H. THlREWFD •.•. w I 1 P' HIE. INNODID \ .. ) O. PULE AT WDYIIDN w H REOUIED 1 t3. IREOUIIFD ""p' TE ' `t" 'f # VASHER I!. (BEYOND) OF PtAIE w PUTS ihTO IAIEtWTE k ASNeR 8:.6 1j4• D:I:: f 1 , ,I FEMALE W & PA04T OFE PLUS: (, lIJ PEINEIRATWN AT uIOFn9TH TON AT sWwWM L., " 11ao0 PUTS I :+• WOOD PULE i )} j14-1D PAM&L.W1E 1 ) MINIMUM OSHA LIf X 7! -IN ANCHORS SHALL BE 15 7JB^ INTD..CONCReiE. NNO EMBEDMENT IFIFCI. o, 1 i v - WOOD PULE WOW RARE O$ 14. O.C, w 1 7 l s 6 / 4 i -� 3 1/a'.-20 55 SOEWALK BOLTS USED 5It411 BE LIXNG fHOUGH(SHOULiT ANY FLASH MA7EALIl EXtsfj TO ENGAGE 3/4' " 65 ) Ci '� WAS t WALLMQUO-AJWATMFW. T} RFAOEO PTION i MIN. TNIEADED I>TIDHI IMIN T !!D W!$'FAI I aTMN AT ANOWWTH OF PLATE ; ja,.. AT MIDWWTIE OF PLVE A t INTO ANCHORS. 1 Q .•� W r♦�!liN ON WALL MOt�NTINO ALTEBNA IAYY a REauLaF AtlEL . EA A T SCALE 3/8'-1• V A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAYERS BE FWND ON THE LISTING WALL OR l ~ PANEL SCALE 3/a'-1".Ohl WALL UMtWALL ON FLOOR. ANCHORS SHAL BE LOUT ENOUGH TO REACH -THE MAN STRUCTURE SEMNO SUCH PANELS. ANCHORAGE SHNJ. •ii�Q:''uCEps � � � � r� SCALE 3/8 ..1" SCALE 3/n"ts" GNU AA,1MrNHINExyy BE KS MOONO IN A.1) AND IH A.2): F gy > �' LV ��PCSFr�•�' SF/FLORroA BUILDING CODE ra h VWIocR Nurrlconr ZoR9) ND.44167 fLORIDA BUILDING CODE h Ve)o Nurrfcam Zo,w TI T8'LRS: � PANEL SCALE s/e•.1" P EN •' 9 *s sGtF sfa'�a" f. NSTAi r1O,6 ARE OHLLY VAI,JD PoR auwwGs +WIN AS.tL oEWwI LOADS ; J FLORN)A BUILDING CODE Ni h Vsi,1o1 Hulrkal» Zona + Y - 1/4• R TAPCON +WOM AS MANUFACTURED BY I T.W. SLALO L INC. UP m .55.3, -7zc PSF NA FAMEL'S LENGTH UP m a'-fH . : ¢ txmxa ,AwoP, r+c. Fp, ' Na 44167 ': i � m1m VIC FP. - - 1J4' 0 X 7J9" CAUL-N ANCHOS. AS MANUFACTURED BY UVALT INC. (rm=t500: P:4.1) - Q'•" R ANSI. ►+c• FP. - 1 - 20 GAGE GALVANIZED STEiI STORM FPJlEL s, a . C 20 CAM GALVAHM STEEL STORM PAt�L LIMN z FOI NEW YWoo P11AAE WOOD FffNCfERS m aE mtrtaERN 'a * 2O GAGE GIRT VANIZED STEEL STORM PANEL S * ? M141N ar - +t4-10 PANELWTE FEMALE ID AND PANELMMATE PLUS ANC ORS. AS MANUFACTURED BY TACO CONS RLICTTIOM • IW,UMT BY: L INSTAL ATIONS ARE CRAY VAUD FOR RUITONC:S WRH AS..D. DESIGN LOADS a - PI#E'NO. 2. W/.SPECK DENSITY.OF 0S5: OR EQUAL W'!C: "'"-'. .rrw:sw tlr... UP TO +55.0, -72.0 PSF AND PANELS LENGTH UP TO 6'-a". * xrxr O, y,q PRODUCTS (f M-207t P.R.i.) - 'Ai ♦ �� tp/ne/9Ikp ST .: GLOBAL PROTECTION PRODUCTS. U C. ,p TE a L PROTECTION PRODUCTS, LLC. t1Tre _ ' YY" I L C' a AL PROTECTION PRODUCTS, UIC As .�f 40kq &6 of SrakirET! 1!W SX. Sf SRI1T Ly •-• _ \,P ilia 4rW 1Lr. Of asRLET z FlCR NE1Y tY00b FINALE CWSTIiUCTWMk WOIO MEMflERS TD BE SOU7TNETI7 �l -Ci• ()Rti0 ,. ��,• 1MG.. - (j F • L 1V; : nLAJTt VRML fl 3>]H4 20-f 76 PINE FW. z wJ i#3RSDY OF o SS oR ffiLNk. O Al '. ANr tMa7.IF Ti 4 3 (M4MI► MITT (wH -TEPJ 4MS0 METE gA'c Re::....•i .� :.. we 2w._a._,4. erwa n. mr I>t>nO (ISHMm-Taro. rwe (as+Iw-ITn 'Hh,Fii'.0 is i,i'i .zy` w ' . al F:. 4m, rrr 4waa w mr PrwNe 20-T 78 N.r. aw r a, wiwM 4wew, n+oNF• 20-176 m.mn.,a,tm m-„O, --- --..._.__ n..,CHw�i'm-t,w.rs, 6a0 m-Hw �.."� \ �' i !!! !! ► .ILL\ . � i,. �L f PANO.`9 END U+ Wj NH EIS: ))METIC ROUNDED CORNER 0 ENDS O• PANEL'S END UP W/ WAIM6D E1 C . (N.TS) -It•-.125" F Ll H--3' Max. 7, ;"W�A) ALUM. ANGL E .tSO� •OSS' (TYP•) ®�Nm 6083-T5 Alum, A,IAY .126• 2.C>DO" ' 'I � ,750• �y000`� .250 I A25• 3; I Z�" �..- .125• >r I•) E - .." Max. 1 ' � w• ® pAEIE%'..�$ l;J 2 x5 �i((yaL-} ALUiA. ,MINGLE 1 T 4 WI 8051-TB Alum. ALLOY 3'/24 6 ONE NOTE 2 SELORI 1 •/24 W 1 4'/24W Q W OR W/o & I CBFE Tom a WLU4) 'L• 40 X "L• 1' Al. `� tIA'E J �,K, �E 78DO0NS ON BNEIi N ---I '. M°xi�-........ ISSF�7Cr' ��ddd V! ♦r LAST PANEL {T TO O WSTAIED AT EACH OPFNWO SFIALT ALWYS SE PROUN IWEO Wf RFAt FINMIE TD FA(ERATE WST - I6 Bt AHED FROM tlau . r 1J4• rHAx, GAP - f�TJ4• Max. OeP i m�r/aRWM �6 ,� `L6W@SL AQNA-ASECTION A -A 90+Mf 3(i2• T' BOi!"A M. OF SE'Ii1E5 2080 E - 2 MARC, STORM PANEL SYSTEM CONSISTING OF PANEL +'. Caht. TRACKS TOP &BOTTOM. (2). fjND PAtNEiS SMALL ALWAYS CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR i8J SMAI•L• 8E PROVIDED AT TOP OF SUCH PANELS. (3). B END PANELS ARE CONNECIOD 10 BOTTOM TRACK. CONNECTION SHALL CONSIST OFWING NUT '[ 4"h20x3/4NOTE " ks. W/ 7J8 &t3/32" 9rPiG !A!7 OR IJ;'P.�ila'.MI'm. THUMBSCREW TAPPED 80T"f0A1 1RAC LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES Of END PANEL (a). N CASE THAT ENO PANQ$. ARE NDT (XTINHiECTED TO BOTTOLT TRACT (I.s: A STOP OAR ISEE S ONLY USED AT TO AT LEAST 1W0 PAdLS SHALL BE CONNECTED TD t)CTTIA:1 TRACK USCG SPECS NgGTffi ON NOTE (3) ABOVE. N SUCH CASE. CONNECTOR #' PAN&d.S TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION, TRACK TO (5). SEE SECTION 1', 3' &. 4' ON SHEET 24. ANCHOR SCHEDULE ON SHEET 25. ...•....USED JO GAP-1 WALL TRIYE 3(32' . 1' 1(4' MaF. GP 1A1' f I LONE 3/�' . 1• W. DFJ•:INrC2ila OF SFJIFs tDLW E - Z HANG STOfOI PANEL SYSTEM COHSLtiII't(i OF PANEL. # f�auri 71MCHS5 AT TOP & pANELMATE PLUS OR 18' LOCO tJA7 BOTTOM W/ PANEUIATES, (2). END PANELS SFLN1 ALWAYS BE CONNECt< TO EIG slU. 8Y VdEMNS OF PANELMATES OR, r USED Y W/ f6 LONG jz). TRACK AT BOTTOM, END PANES SHAL t9E tMNNECTED TC)�W/ f4'f-20x3 4 -EMS Wj 7/✓..32' DESCRIBED � i /4 i-� Mln. Nf0 TAPPED 2 AS (3). FOR b15E5 W4HEN END PANELS ARE RISE JOINTLY WJ IS• LONG AT BUT END PAOLS ARE NOT CONNECTED TD BO7T011 TRACK STOP &R BHMLLI. BE PRN7YIDED AT TOP Of SUCH PANELS: (4). FOR ;#SiNJIATONs WNETI�END PANELS AND SOME IITEROR PMWQS ARE �RECiLY OPANELMATESY GIWFOLLOWT�TK,,�SkOMN ON EI.EVATON@(ARH.WM >3 w TIffiRQYERLAPS RETCOIINECT 5r.+NTEPoOi Rom. TRACK (2) P INSTALLED PANEL COIN OF SEE SERUM TO MASS. DART, WERLAP mmumm Noculo ANY 0 ARRAND aot *W 25) 2 NCRETE MOM TOP AS = ft 25) DROL FL I Zone) INTO POURED CONCRETE OR W O U O W LLJ = Q Z Z Q 1.L SHEET N0. SH 1,2 O�MACIAiTM AS-0. Mmr. P L6N6ALITM SfPMMTia4... i,PP 10 RATULOP P-F• •) (SEE N +96,a -75.3 TV OR LOOS 2 9/ir BOLTED • v, 2% $. 1*11. 2.1M Ia 311N +66.0. -73.3 70' OR UMS 2. 7/e• BDTED • C & 4'W F71A BOtiOIG Orr t` ", wer.xr 4cw rrvYeA 1ArAIm A 1/0 a 'L •i ae. �a... �a S.D. o"cum.. w"" ANCfORO SPACING MR E. D. - 3 t/2' - APPUCMU 70 EANY * OF 7#IEM MA%1W 6PANE. LENGTH �'• PRESSURE RATING sN.GA UPCO/M C41C-IN powm 7[ nwu ID PANEAM7E ILiIlBswrIONS 10 LONCRIE To CONCRETE- 7a OCNCAETETO CONCRETE M CONCRETE RPM TO CONCRETE BLOW 12' N/A 12- N/A - I N/A it N/A V t 2' (DAP). it, 3.* 1w 3• 4- 5• 4' 1' BD1T10Mj4 12' 3• 12' 1. B' 8• 6• a. Ins.% -75.3' N/A N/A N/A : N/A NIA N/A 12 1/2r f T" 2' (WITOM) 70' OR LESS 7` N/A 6 1/2' N/A 4 1Ir N/A 4 1/2" N/A S (TOP) 12• N/A T2- N/A 9 TI2' N/A 9 1/2' N/A 3' (BETMM) t2' N/A 12' N/A 12' N/A 12' N/A 4- (TOP) 12' 61 12• - 9 1/2` IZ- 11^ 12" it' 1 4- (BOTTOM) * LIMBED TO SILO W. AS.D. DES" PAOSSLAC RATING. A SEE SHW 111YDI16 ANCHORS TYPE A SPAO110 MR NSTALATIOW INTO WOOD FWAIEWNWNI A4U3UXN SPACN45 ANO MINIMUM 0% OWANCE AM INNDICATED ON THIS SCEIEaM.E. FDt £a lkTL4 TITAN INDICATED ON SMUE REDUCE ANCHOR SPACING BY WLOPLYaD SPACING SHOWN tw SC IZILLE BY THE FOLLOWING FACIOW FOR TINS OPERATION TO BE POSE. REDUCED SPACING OWA1NED USING FACTOR SmAU NOT BE LESS THAN MIMAJM SPACING INDICATED MR EACH AIONCR TYPE AT ANCHOR LEGEND, loom WE 1/41 1/4P 1/ti, 1/4'P TAPE" MOW[W,-a, 0. mm" XPAOaO 00 3 3 3 ,am.eTAR[ Caps,M V) 3 3 3 b a= NAM W) . 3 3 1/2 3. 1/I 4 ADIEU. Elk 111W70E i1 - •� - - a Vr r ,.a3 im .NIa 31 - tm - IDn s-aa 1;ALAC 48 1 �M PANEL ___________- PNELS SHALL BE I NSTAUEO AUWIYS FROM LEFT 70 mw W/ 1/2• LEG AT 00 AT LEFT WE OF PAM PAM t !ND OP $� I% i E1MEa`EDGE: faa4' T- WA 1I1E19NEQ,. -• �.• ETICYU`M� A ROUNDED CORNER O ENDS OF PANNEL'S 2.378'------.«i. END UP W/ HEMMED EDGE, I (N,T:S) O9f` 067" (TYP') N 2,/24- LODE` s ® SLEEVE IN MAX. s Em61-TIT ALLOY " J11' .858" �_'__-.__"1� �O. 4E....-_.. •.27fi' rO82` 1,67 1' 2.t1Olf'it + P .� S.l2S" .B&1• 1-.- t .123•, �'. 068 72ngE swam- UK @ HLIiLD--OUT "F" ®4 flu,p-OUT 't"': TRACK tS & (3�N WAMERED WINGNUT Is=, , .(ZAMAC 3 AL" •(. RECD ®TO BE DISTANCE BETWEEN BOTTOM OF PANEL It ; • 1 Mnx, I +•1• ROUGES M.. DISTANCE BETWEEN BOTTOM OF PANEL I1 AND (D TO BE- 3/16' 3/TB• Mo. I .193' 1 a"t• 2 e 6 /4• i ii . -.75G• r b w MMETED 1. t.. 4 .125 r•� t OR 14' D/a: 11' i �• TO' I ) MAY BE REItlRSEO) 3:3Li9' .BBB' I E{f-_ ,.' 4.871' 2.000 Lou �4p ,.o,s , 2.12s x.387-----= �2 "H" HEADER l�/ E' TRACK \'.t ANGLE WITH STUD TC+:EOGE 1_PPAM Q4 ANANQED SI)E'$L. r- (wJWJEL a jL` #. i os7s cxw•# 1-467• #,Hus• LT_ ON r a$3• r_5 Imo. .425" Ip HOLE WASHER OF PANEL AUA&J s-" 3105-HT54 ALUM. ALLOY © KEY i = AT PANEL 7so LBWS' *SEE SECT 9 FOR. ADDITIONAL, LW TAME f 91FEIE Um" SLEEVEZ t /B" r•- ) a:.fAa• I ONLY WOOD VALID TONB NIO 3.7D0' 12S" 2• Rr"I h.T18- 1,060 . REV. "H- HEADER ® "U' HEADER 750iTmJ I" MN. TO 5• YPx. I,•--2,CW-- ' t13 ANGLE (9 11 'J" TRACK Q pAHEL f1ANQER haY`,spN , 7t(�/r (I Ize WIDE) r `�Cflt4 (ems ONLY U) 6053-HAW TB ALUM. ORM ALLOY NSTALLATiON DETAILS FOR REGULAR PANEL in INTO ,POURED CONCRETE 08 CONCREJE BLOCK STRUCTURES IVINVENCRETE AAN CHM LOOCCAT CONCRETE ANCHORS SEE SCHEDULE ON (SEE sC+EDA.E ow- OO5nNG POUREfl SHEETS 9 THROUGH 10) 4R OONCRm BLOCK SHEETS 9 THROUGH 10� OR CONC!'Bii SLOCC AEOURED. 1EDiDEO' ATE LEG CONCRETE „--E.O, EXISTING CONCRETE EO�tBHORS SHEETS 9 YHKOUOfI 1 2 (,r�l, � � ✓ � '� NM /•� (_' pz^E.F,E� l •�-�_ it{A1' HDt lix 1/2" e s 1/4" x 3` ? �r^'r"-"it9!'6VSOlx'1IX Sgmr OR Ile 1/.*; w1• u Ms W/ NAT CON.-..- ANCHDULE IS�v, - i 12 i/2. Olt ! f (SEE C7E 1 N (BEE SCHEDULE OH i t/J• 1 SHEETS 9 THROUGH 10)Et7. I win soul %4' I PANEL LENGTH WSJ9 G ( SCHEDULE j t. : • I !� DEN S EEEF /f/ SPACER SID'ARRATION 1. -{ q I FORGGI IIII '4.1 L AT EA -y _ I OTA55. I(".#7 SCHEDULEf 9S/slt4- ,` GH SHEETS TO / y 0 & 10 r t ON SHEET Max. --! (STD: SCHEDULE INN .. .. SPR I tl 1 PANEL LENGTH ?HEET 31_ 0>grOl-wNrO. 1 Ma■. r---.�-=, - N�`RaR IWM. N -- (SEE SCHEDULE LE (-. i IBWAl G,fR T PANEL. LENGTH L I _ ON SHIEST 3) ( SCHEME OWN i 9 MTN GUu•'!G. E I I ) T ? �ESEE St3HEDUtE ON BNffEf BOX 3) 1OF ^ 9 E MAC. 4E I !Z• 10 T 1 rh• ! i W,%. 1 CONCRETE ANCi0R5 T r�V9a 6 1/4• ec CONCRETE ANCHORSEXISTING SSETj�9UTHR�DIpCON tox 1 "�-'-_f C ED(# OF MALL OR SLAB (SHEETS 9TE$DUGM10) (SEE AODL. NLONO REQUIRED /# T. CONDITION) f'SPACERS 0 LEADS•ALUYINPXL FOR POURED COFMCREtE. ROQUCONCRETE fU:DCK POUREDIAND �I gY, OQKNCRflE^-j LRNG'06 PER SHEET 3: T MAIL LONG ALVAI IM SPACERS O - �� R 1/2- TABLE ON. SHEETS 9 7tRDlIDN f0) T2 D.O. (SEE 11 SHEETS 9 A, 10) OORMOJJNTING BUW) = MGUNTIMS WALL MOUNTING IR W - ACERS (910R9 SCALE 3/8"1' SCALE�TIsO/eN-1`5 SCu.E 3/$-1- A tg, y*;' •. FLO(IDA BUILDING CODE Non High Velocity Nurc)can* Zone D.44i67 s '2• 4e1� lA•>�1. OHO, - * /*= �- 24 ON GALVANIZED STEEL STORM PANELFR. NO7F FOR QMNATION OF p e: E.D. -EDGE DISTANCE ATE O '�'st � IIr �C � INC. L PROTECTION PRODUCTS. LLD. •alaa (SEE SCHEDULE ON TOP & 86Ti0M MOVNTtNGS CAN BE Q�' FIORLOp - ; 4" LW. 61 %mm F ►•'tF! SHEETS 9 EU 10) COMBINED IN ANY WAY TO SUIT AW an Ae". # r am.,+eaa,A4ops, n aw am FL =14 20-175 INSTALLATION. y� �i'�"•••Et1�� Ai.n: wp•w-,4a.rwatlln wN-,w N110E:. TA6HNmA-Ya+a. rAn(+6.Nae=• / •Ai pdU,i, . r.w.A' A ■a. .a+w .R mWr+a+HW 1/NYR9LN+M1U#/M1E LEA A TALKY P.E. w • 1NECC a Win INSTALLATION QUAILS FOR SERIES 2000 ik 1000 E-Z L4ANG STORM PANEL I i0[�ktRi'411t� u:NR 4`0 UC %Wn 0 a- D.C. B/ WOOD HEADER = REQUIRED .. IM WA INVADED PENEWTOM�I�.1tFIAT GO ON am !J T , a8 2 NOTE 1A BELOW) t /4Y. t�tGfe' O.G W C OF INR1E A�T L-. 10 N?+tt#k .' PLUS w/ . PENETRATION w 12 • 10115s 1. INSTALLATIONS AWE ONLY VALID FOR BNNRDNNPS WITH A.S.O. OEPEN EDAT UP TO +060, -75.3 PAT AND PANEL'S LENGY, UP TO W_ 0, 2' P� NEW 1b I CUngTRUCTWNO. 1 E, TO BE SOURQ SEE ND RF MS FOR i$ 8AA A- 1� d 11D1 AS PANEL i TO 'RADIO C7 AT EASED 1000 OR 20M pWNIATON RIPE ON 1mF FOp reluweoalM aL• �xa1WYL4 J 70P A BOTTOM AOt1III1A65 CAN BE COMBNEII N. ANY ) wAY T059UT AM' UNSRAlAT10N. MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) a MAXIdL1M AS:D: DESIGN PRESSUREE RIOM (P.-I.) (+ a -) Comm A WOOD INSTAIAMM t LAB Lr Rae 12'-0' 121-01 SAO 11-0• Y 1 =8• SOLO 11'-B• 10 -9• 310 10-fa' t0-9' 440 ra-,• 9•-4• Sao 91-11 Sao NF-f $=N7' Sao $'-J r-Y Sao a•-9` r-4' lao 75.YI r-5• $•-sa• aoa r-1^ $ter^ NPA a 7 �" 8•-S' Sao 6-9' $-2- J&D 61-91 b'-e Naao $1-$' 3'-71 IOAD $'-3' 3-9• Tt9,$ 5=5 NOTE t SHUTTER 1RIICw" T •uIDT1FI C ! CLARITY WITH TRADER f3).fA1. d3 4 fADR Oil C7 t OUi AT UQ CACTI MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MA IMUIN AS:O. ESIGN PRESSURE RATING (P. -C) (t m -) CONCRETE M WOW INSINUATIONS t L4 Lr 2aa 14'-4' /3:D- 2A0 121-Ia' 7t=Y 3" 11'-a' 1D-r LIED 10-t0' 9 r 4" p.-d^ e1-2- 44LO 9-I* p-7` Sao W-i• C=R• no $-3• ra. $ao B'-0•' r-$' aso Tao Sao 7-0l 6-3' no Sao 95.0 C-7• $-tG' too* V-3- 5-r rNr$.D $•-3• s•-4• r180 MINIMUM SEPARATION TO BUSS SCHEDULE PA L IAUI WIND SPN;.ED. 4 170 m.Rh WIND SPEED > 170 M.P•N 04 UFINRNMINED RESIRNNED UNRESTRANEO RESmANEO 30 OR LESS t` t• B` 6 1/4• >lw TO 90 4• i• 7 I/2• 7 1/2' >90 TO 145 1• 1• 7 1/2, 7 1/2' r;'-'-W 1 i• 1• - 7 1/2' uINIt/IIU P►NVT trIM N ftnl FAR A GIVEN MOUINTING CONDITION [A]bT SANCHORS CHEDULE ON r 11) WOOD. ANCHORS (SHOE So 11 EE AnI 2 114 Sf 0 OR / it NM, IIpEO PFTNEIP1ROtt YO WOOD iEAgER: i 451- 4' MS. C1AK � T/6 '.32"kNrO. +R71 tr3 / oc 4 Cnnl /14x1' C.M.S. e EA 00 OF F�VII (SUE OEIAL 1124 A ryN-�3�T.Je" tlttT� • t OVERLAP , 1/4'# LAC SCRIM a 6. N�oD(2�uTc; a gmwTimma Or PL41CP RRA77aN tAAT�O�R RCN EDGE SCALE 1/4'-1" 20 GAGE GALVANIZED STEEL STORM PANEL F.A. aM 6 .09AL MTECTiON PRODUCTS, LL a' 46a0 SEE S1 a7PFET onld. FL 3V1. RMMR= (sa4..Tara, FAY: (a01)aSP-alfli 20-178 tlaAe'e. NA GaViea Na, MIRY N OF 25 4 7 w%S,� 2W/6. 3W/75AL ANVCHOR6 (SET SCHEDULE ON SHEETS 9. 10 h11)----•p�S, O O n-r-r7- i- r� -�r -,. - ED PANELS W/ MIS, 9L�T W/ T D.M..3Q. 4Q, - - / - - - - - - - - - 7 a a` o o - ®DF` _ -jk I- MIN, 1/4. 3/1, 4/5, 24 tw 6 w a 3w a 4W 7 t.2 /. /7 / ANCHORS (SEE SCHEDULE ON SHEETS 9. 1D REGULAR STORM PANEL ELEY TA. ION ,/4` Mac GAY 2-s. N.T.S. UM {36L QZSLAP -1 WHOLE WWum SE00N A` -A NT.S: f2) . 44t&7 = TE * aF aomo ntteo INC.24 �.... iL ECOFN�. GAGE GALVANIZED STEEL STORM PANEL WAN 9n GLOBAL PROTECTION PRODUCTS, U.0 ORION / •?v _ _ PNCW:- mw F=1{reM -07P7 IA44Rtre., ,M#Iw#4wBe.: 20-175 mvmft Aa. ; t 1 ( iEDUIRED , /1- I EO I' 1 1 M i t EO i 1 I ( k{I I !' MA%• LONG AE.LABMUM SPAU^ERs O 12 1/2' O.C. (STILE TABLE 01 ON SHEET 11.) ]y�� F j lii t SEE NOTE - BELOW FOR 0WATI NNS FOR TOO DAIS {. t.. '• P q f T 11r LOW SCEE1a. (SEE SCHEDULE R PANEL LENGTH ( I i '-._PANEL MM FEMALE D OR PANEL. TMTE ON SHEET 3) 1 ON SIsm HEET 3j i_ .-_„ + ON SHEET 3JE I I PLUS (SEE SCHEDUE ON SHIN 11 1p'hlwl• r..._,_ ,TILL_. L ) �� ! GLASS EXISTING; II.( ��I PLATE REQUIRED ON SHEE EET SCHEDULE-) ; DIRECT MOUNT W/ SPACER ALTERNATIVE n .WA. r SCALE 3,1' i �r T O lQ i/2 D.C.1: SEi7ABLE dl1 ON SHEEP 11. FAR MAT. PANEL LENGTHS & 1 OF ! ! EO 1 } NAAX. ,R DESIGN LOADS FOR TW$ INSTALLATION. MAIL 3`:' :=,3771 1' a 12 1/2• ac I I e T r j ! ` ` t _WOOD ANCFIORS 19 I Fl �k{ t STAiGEREO W/ STUD ON 2Tz4' PLATE.. REOUI �^ STAOGOERED Wf STUD 1" INIA BLPARagN 70 PARR IMpU,N.1R� T f. f ', g"x±l'. WOODIREO Oq ONE? 3 YAY UE HWDtICf-0 lO 1 4 AS �� MATE OU (SEE V T 11 LE ON TF4 /M1.OW9V6 CXN ApE ) 4 I j (1) u/mw Mo OEM PREss wE wm IS *sk -0 PA f. CO DaWI PANEL LFNG61 6 WALL MOUNTING i Eliw MOUNT ♦�•� E, mouuANcm (3) 3i016R PAID. AWa43ADNI 6 olaa MaEfiXELY$SLTlh t W REM AN 1X61010 WOOD FILM@ 1MWL. SCALE 3/8-1' SCALE 3/8-1' (4) RIDIAALt/aIOH V" ONLY MR MAO 3 PER AM E RMNfMI 199M Q6: NOTE MR L`OL1RILdA1TON OF SE QNS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A;L L - NG.44t87• '' •J' DESIGN PRESSURE HATING (p:e.f) AND PANEL LENGTHS TOP $C BOTTOM MOUNTINGS CAN BE AS PER SCHEOULES ON SHEET 3 (EXCEPT FOR = $GATED INSTALLATION.8ANY WAY TO SUIT ANY ALTERNATE 2W) %�3. 2. FOR NEW WOOD' FRAME CONSTRUCTION: WOOD % MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC . �•'.`�'• !l DENSITY OF D.55 OR E.RUAL. rANIHWt Twit **� SPACER M WY BE 11/T NANO e: (1) ow"AnC1 6 LIMITED TO A am STORY 9WlMA6 WIN iw-vr MAX MEAN ROOF Nk7W11 DIES A A 1 FRIMt AM LIIMM6 1h7CRY AMiRUARr IDKLl7OD dl tMRk7 T1}. 19) AWMM =4 RUIN COMPONENT eA O'AEL MW MOMAC 0 OR M,ML MINE PUJIG SHALL IF 9%AGID MUdAM A B 1/4" U ; T �; BbTA1CnC r1RMt 12 f/Y OG SaAGAG ALAERD NN 0) MAIL 24 M9E M:AML UNION 6 LIMITED TO W AT ANY OPENING (IOW 6 A IWSNCCTRpI NOW LARGER PAM6 LINGINS AUCMFD ON 14I 1 1/2' TAWS svAerA MMM IAA TAINT. 1UE 11 INOIaILT aN MREr z NBNNLiawR of 1 .Ir LONG aPAmR NM -Me WAY V% D FOR WILE MM 1, 2 AD 3 All a[FE11R' tW - CC > AM THE 2001 (7n UEBQ D, OF THE FLOW 9u%w am elm TAM= W 24 CASE GALVANIZED STEEL STORM PANEL NE oa4a W. �'�am- GLOBAL PROTECTION PRODUCTS, LLC 4800 ILLS, a1 Simm bV4 IL 3AN PHONE.. (OSCAN-7$ , ml LMN)Is0-sm r. r. as tFer, aramr,..n w44 O.n Mo an-m, 20-i 75 cA-adM7N - 6wwoo Na mow. aw. a= a OF I6 LTER A 7XM Jr tOPE (C) m- i<_xrsTiHa w000 6 eeer�try s4VRY .. 2! Mw , 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED) HAS KDI VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4'0 TAPCOON ANCHORS. AS MANUFACTURED BY LI. W. BURLDEX, INC, WITH THIS STORM P NOT BE INSTALLED AT HIGH THE 2020 7th ED7KK1 OF THE EIOPoDA BUILDING CODE. PANEL WALL { ) - 14-10 PANEIAAIE f&RALE AND PAMEUNiE PLUS A5 MANUFACTURED BY' ELCO PRODUCTS. U) AEEC2NON5. CONSTRUCTION �/a`e +aanY NBtrtE 2aN¢s (Mwn-DARE t SRowAnu courotl€s)- - LAG SCREWS PER N:us. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IBM OF THE ABOVE UMONED CODE. FOR A fl" WIND - 7/Teo x 5/8" WOW BUSHING, AS DISTRIBUTED BY AL POINT SCREW, BOLT k SPECIALTY 00, S PANEL WILL 1 AMID OR. A DMCTIWtk11Y FACTOR PEED AS REOURtET) BY TILE JURISDCiION WHERE STORM � INSTALLED F KD"O.BS, USING AKE 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS-.O:) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINWUM THREADED PENETRATION INTO WOOD OF TAPCCN ANCHORS SHALL BE 1 1/2' AND 2- FOR MCC PANELMATE PLUS 3. 9 IM 12 4+ 17, i8. AND PANICYAr i FEMALE is IN ORDER TO ViRRi't THE ABOVE COND1tON, LA,'TINATE DEIGN WINO LOADS DETERMINED PER AWE 7-16 SHALL: BE FIRST REDUCED TO ASSL DESIGN PRESSURE RATING BY MULRPLYING THEY4 BY O.$ N ORDER. TO COMPARE THESE W/ MAX. (AS.Dj C-2) MINIMUM THREADED PENETRATION Or LAG SCREW. *TO THE wm FRAME UNIT SHAL BE 1 vr2 No 'nMRmm DESIGN PRESSURETSERA RATINGS INDICATED ON SMSP.E 3, 9 LEST T2 17. PENETRATION INTO STUCCO SHALL LBE' C:ONSOERID AS PART OF THE REQUIRED THREADED PENETRATION,. ENETRA T MI ALOY1ABtE VERIFY THAT ANCHORS ON THIS: AS TESTED WERE WHIT OVER STRESSED, A 331E IK' BIDER NCHIO E DM STRESS FOR WINO LOWS WAS fffiF USED IN THEIR AtLYYSiS. FASTENERS SPACUNO TO w00D EOL9 KEN DE(ERM9NFD IN S R HOR C.3j MINIMUM EDGE DISTANCE OF tAO SCREWB, INTO WOOD SHALL EE AS INDICATED IN THIS DRAWING ACCORDANCE WIN N.O.S. 2018. STORM PANEL'S AOEOUACY FOR IMPACT AND LINO RESISTANCE HAS BEEN VER51MD IN ACCORDANCE WITH SECTION 1609.1.2 OF CAT- CASABA# PENETRATION OF WIND DISHING SMALL BE S1W. 1/4-.#-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMTTOCA2 TEST LAB OF SOUTH FLORIDA REPORTS M4,01-01 NO #02ISA2-O9. AS SHOULD STUCCO EXIST; AND I" M04MUM FOR WALLS WITH NO STUCCO. PER SSID 12-99 a: ASTM E 330-02 STANDARDS, AND AMERIGN TESTING LAB SOUTH FLORIDA REPORT j1123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND ASPERCALCULATIONS PERFORM IN ACCORDANCE W/ SECTION 1804 OF THE C.5) IN CASE THAT PRECAST STOP, OR PRECAST CONGREIE PANId,S, StUIXIO OR WOOD BOARDS OF FOUND ON THE COSTING FLOR40A SUILDNG CODE. WALL. ANCHORS SHALL BE LONG 04000H 70 RF11gi THE MARK S1RCA:TURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA), Cl) k C4) 2. ALL ALUMINUM € ITUSIONS TO BE IOW-TS ALLOY AND TEMPER. (UNLESS OTHERMSE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE REIX)MNETDATIIANS MO SPECMIC4TiONS OF THE ANCHOR'S MAN UFACIUREft: 3. ALL ALUMINUM %W METAL USED AT CLOSURES SHALT. HAVE 3105-Hi4 :ALLOY. 8. PANELS' MAY ALSD BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON -SECTION t THROUGH 6 (SHEENS 4 4. ALL STEEL SHEET META, PANELS SHALL NAVE' STRUCTURAL QUALITY STEEL, ASTM A-C)53 GRADE 80 MYN9AUM, 0-00 GALVANIZED THROUGH 5) EXCEPT THAT HEALIERS(?j h� COWL NOT BE USED. STEEL. DESIGNATION W/FY- 92,2 NAY (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCRM TO BE STARLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN AAIIACH D TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. SLOCK OR WOOD FRAME 50018 W/ 50-:Nm YIELD STRENGTH AND 90 Itai TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING IXOE SECTION 2411.33.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECRONS 1. 2. 4. 5, 6 AND ALTER PALMS 1W. 3W t 4W ON SHEETS 4. 5, 6 i 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE NARKING 4�TROCIING OWNER OR MEANT TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AIR 304 SERIES STARLESS STET. WITH 36 Hai MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING t S OF HURRICANE WARNING. 7. ANCHORS TO WALL SR ALL BE AS FOLLOWS. 11. THE CNSTALLATRMY CONTRACTOR IS TO SEAL/CMAX ALL SHUrmt COMaONEHT EDGES WHICH REMAIN IN CONTINUOUS CONTACT Arm THE BOOM TO PREVENT WWI/Rw wmUSLON. (A) - 1/4""# TAPCON ANCHORS AS MANUFACTURED BY ITS. DUILDEX. INC.. ftl m ro-3192 F..i.) 12. STORM PANEL. INSTALLATION SHAM COMPLY WITH SPECS INDICATED IN THIS 4RAWNG PLUS ANY BUILDING AND ZONING REGULAT04S - 1/4" a X. 7/8' CALK-1N MtCNO". AS MANUFACTURED BY OEWALT PROVIDED BY THE JURISDICTION WHERE PERNIT 18 APPLIED 7O, - Ile# M 3/4• SWD•-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECIALTY GO (MN.. Fc 3000 PA0 13, (0) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GWIRIC AND DOES NOT PROVIDE INFORMATION - 114-10 PANELMATE FEMALE 10 A PAVEIJAYE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS. FAR A SITE SPECIFIC PROJECT; Ls. WdM THE SITE CONDITION' DEVIATE FROM THE P.E.O. - 1/4`0 7AMAC NALIN ANCHORS. AS MLWIA ACTURED BY DEWALT. INC: (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION IIOtUMNIC LIFE SAFETY OF THIS PRODUCE AA) MfEIIMIlM :EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•; 2• FOR ELCO PNNELMATE AND NIMUM BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOY DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE OXDNTRACTOR'S RESPONSIBILITY i LUt 7AMAC NALN AIMCiORS. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MALUD IF MODIFIED. A2) CALK -IN d SOLAR -SET ANCHORS SHALL BE EMIXOOEO 7/6" WIG 11-- POURED. CONCRETE- NO FOMENT INTO $1VOCO SWAINS, IM PERMITTED. 1/4` 0-20 SCRESMS USED SWELL BE 1 1/2' LONG MINIMUM SHOULO STUCCO OW, (1) SITE SPECIFIC PROJECTS SHALL BE PREPARED. BY A FLORIDA MAIM OR ARCHITECT WHICH WRl BECOME THE AND I' MINIMUM FOR WALLS VIRTU NO STUCCO. AND MAY BE HEADED SCREWS :'OR ALL "WED SOREw WIC HEAR. EF 1EW OF RECORD (E,O,R.�THE PRWECT AND WHO WILL. BE RESPONSIBLE FOR TI- BUT WITH WIND NUTS. PROPER USE OF THE P.E.D. OF RECORD, ACTING AS A DELEGATED ENGINEER TO TIFF P.E,D- ENGINEER. SFWLL S'A TO ROS LATTER THE SITE SPECFIC DRAWINGS FOR NEWM A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVp3i3• STLIOCo OR WOOD BOARDS BE FOUND ON THE DDSnNG WALL -FLOOR, ANGDRS SEtA:t Eff LONG ENOUpN 1O REh£H THE MAN STRUCTURE BEHIND SUCH PANELS. (A) THIS P:E.O. SHALL BFAR THE DATE AND ORIGINAL SEAL AND S ONAT1R E OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED I3 AT) AND IN A2), ENGINEER OF RECORD THAT PREPARED ff. (a) TO F7h47YNG ODNCRENF tEj4Ct xGtl_ ASIM C-90: 14. SHUTTER MANUFACTURER'S LABEL AWL BE LOCATED ON A -READILY ME11E LOCATION AT STORM - i/4• # TAPL'ON ANCHORS AS NANUFACIkfRE6 BY M. T. W. BIUL.DEY., INC-. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EYERY OPENING. LABELING TO COMPLY WIN SECTION 7709.9.3 OF THE - 1/4" # x 71 CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT, INC, FLORIDA DU WING CODE. - 1/4"# X 3I4' SIXSo-SET ANCHORS, AS DLSTRIBUTED BY ALL PORT SCREW. BOLT a SPECIALTY CO. - 10 PANEUMTE FEMALE IO AND PANELMATE PLUSANCHORS. AS MAkKWACTUR.ED BY ELCO CONSTRUCTION AIt NO - 114' # ZOA40 NAUN ANCHORS. AS MANUFACTURED BY DEWALT. INC. r'L.•%/�/.r �.��(� ILI) MINIMUM 3A IEDMENT OF TAPCON ANCHORS, ELCO PANEUAATES AND 2AWC NWN ANCHOR, INTO THE �I`LCENS` `'• d�... BLOCK UNIT SHALL. IF i 1/4'• FLORIDA BUILDING CODE Nan High Ve1ooR Hu come Z a IOM44 7 s e mA MU W 24 GAGE GALVANIZED STEEL STORM PANEL 8.2) CALX-IN Nr SOUR -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT UG STUCCO SHALL BE PERM(TIED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD �_ FSOST. * AND r MINIMUM FOR WAILS wrtH Na sTUcca iE PROTECTION PRODUCTS, LLC. ate; D `•. STATE 8.3) IN EASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS LIE FIORt ]EXISTING WALL, ANCHORS SHAH BE LONK: ENOUGH TO REACH THE JANN STRUCTURE BEHIND SNJCH P '. tsS •...... �A�+ iT C e INe.GLOBAL r RAs a, ai aM. vrw r N �� zG>-1'� ANCHORAGE 5EIALL BE AS MENTIONED IN 8.1) AND IN 0,2). yi /ORAL. M" ryrArNNtIHIIE IIIW P.O.E CA-OdM7,9 AW.NL9 A TIJX J,. Ps. r'A' ws^�a' we A. -1,-.y. r XIN1El I r INSTAL TION DETAILS FOR OCULAR PANEL EL (1 I T�I O POURED C NC,RE'j OR CONCRETE BLOCK STRUCTURES POURED CONCRETE CONCRETE BLOCK POURED CONCRETE CONORM SLOCK CONCRETE ANCHORS % RiDitlm. /u CONCRETE ANO iWn l REDtNREO. SHEETS THSEE ROUGH 10).. •_,.t .ram fs4EETS 9 THRONCH� 10) i:...:T.7 TCONCRETE 1_ 'V OR , BLQ�X,�'...REQUIRED,1 ) 1/4 t-4+Nin'tl W0416 pot, 1/2" t/,• i/2- T/y w e 4 1/r CNC M ANCHORS y (SEE SCNED{1LE ON I SHEETS 9 TFWQUIifi 10) t F 1 i j1€ t 1ss"A--I?A D i to CLASS.E �(SEEE local ee" T 47 -.� ow 61_0 "U ET LSTNC� SCHEDUL DABS' ON SHEER 3) R' Noz. - - ' PAM LENGTH (SEE 5R>imLiLE B ON SHEET 3)RON pp I I 1 t (SEE SCHEDULE U 1 I T.. M., j TO GLASS, I �' �• L I ON SHUT 3) U 1 PANEL LENGTH TOWEL LENGTH (�.S3{�E "'Ffs£E SCHEDULE 1 ( E {�q,E i T (SEE SCHEDULE ONE -- p � ON WT SHEET 3) ON S M 3) SHEETS 9 THROUGH IBOX i ' ; I + OF 'V I jI L 4 MlX- GLaS E.D. 5.a' T 1 4'A-2Mt N t e M i OF 1: �' R n.I OC s I I ED. 9 F I �� I I i 00571NG - 1 0 12 t/2. ( M APPLCA9LE) IfM"r1Ra�Ex ra StAeW"�01I Ms v/-tur ii2 CO j r I J I 1 (SEE ScHECtu ON TMORMATE1•..- oc �Y�@QHLYom LED LOCATION I SET Nk dN.NC-9N ARE USA $ W/ WHEN ALTERNATE C..I _ S CAE �� REQUIRED. ANCHORS ONCE OCK .. WCkkDRASIt16�'Y7ES SNEETSC9EEUIFW000H t0) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SCALE 3/6>LR...Asf..at SECTHM -1 '' II/�alaJa.Vel3lstiLL S FLORIDA BUILDING CODE Non..fp h Velool HurrEsan* .Zone E.D. " EDGE DISTANCE NO FOR COMBYN&DQH L SENd10N5: 44tL3T _ s * * 7Y F Ill' STATE - `�"'At`o' 24 CAGE WARM STEEL STORM PANEL --tea• I� LIECO LMo, GLOBAL PROTECTION PRODUCTS, LLC. WA" ft (SEE SCHEDULE ON SHEETS TOP & BOTTOM MOUNTINGS CAN BE WAY S 9 ••. _ �ORL4�`•F� .CnO LW. 61 1tVMLR.3 : 9 & 10) COMBINED IN ANY TO SUIT AMY INSTALLATION........roW tsp'cF' � 2 , w�.a�xarw IBA YaM«W.N°eBa #6 DdiN. . e�acOa,-,Me PNIaNC 1A64)aM-tar6. Flx (w4)Mro-B7n' 20-175 AhA /Q '"OA-nOlWF19 aoc. Ua: Ar11/IM :riIRC/DIT[ W.A7We A N., P#.. a 11"M 4 OF 40 / INSTAL LABON QUAILS FOR OR REGULAR PANEL (D INTO WOOS 4-X8- (Min. EXISTING / S = V. ALTERNATE LED VIM AOEQKMCY OF RE9UTHED , BEAR TO C: w=000 •"" k N'ACISIEREO iNGOBE£TI OR A.RCHLEECT PRRU2 T4 SHtTRER INSTALLATION. b ANCHORS ALTERNATE WOOD ANC 9 „' 1 I• tun, SCHED LE ON (SEE SCHEDULE ON I ,Pw4titiNN:mr, "�aNt SHEET 11) SINiEt IT T I/2' i D ii---�4`MS +a/NNrt T MAX. WOW NEARER E �.�, REOLARED t I t 14Y-�f1• WIND ANCHORS: 2: 1 Y Jt I v •'�atW Mfn: l C (SEE 1/SCHEULE NDN /}}2 I 1 DJSS.{sEE R "mwMTKIN� ft T i SCHEDULE L 114�1•w� 4 et Mir, SEPAMTKIN TO CLASS. I I 1.ON SHEET 3) I 4 (SET SCHEDULE ON SHEET 3).-. �-.. 1+ 1 "L' MAX. F E PANEL LENGTH F PANEL LDDiH "------ FWY AFt3 (IEEE SCH XJ E 1 I (SEE SCHEDULE ta03D I LRW'OAR Ti7 ON SLEET 3) ON SHEET 3) � {i I E ( OF IL' [ 4 ) sm OF MINT. MAIL 4 a 12 1/2-D.C. L I ! ul 1/2• 1 ; NO i�_�ENt Nc10 9aYs �IN ;,t,,. CK REO11�0 2'x4- WOOD { 00D ANCHORS WOOD ANCHORS. ._._,___ REQUIRED e. •.� SCHEDULE ON (SEE SCEDULE NXN- - ;f/4" - ^. ] T SECT t1) SHEET IT 2' fM _- h1 CEfL#NG ,AND FLOOR lionNNG BUILD -OUT MOUNTING ALTERNATIYE 3W ALTF.RUM M. SCALE 3/5"1• "MMrq�. SCALE 3/641' _ _ NOTE FOR r&MmNh= OF SEEemms: ' * NO. 44167 FLORIDA :BUILDING ;CODE Non h VelocityHUFF(cane Zone i INSTALLATION ARE Y VALID FOR MAX. A.S.D. . 1N"sTAlt.4 ON CANE r12W1H INC.2. S TKTI;O. TOP BOTTOM MOUNTINGS CAN BE p P 4 Si dt iATM U EST PRESSURE RA't7FIG , ,B:f AND PANEL LENGTFIS " ro'. 2 GAGE GALVANIZED STEEL STORM PANEL COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON S1iEET 3 % 9.• STATE OF _ LM4NaN NM INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0,41'% F10 +n/sT/>mao 4,, L PROTECTION PRODUCTS, LLC. MEMBERS TO 6E SIXtTINET3t( TINE No 2. W/ SPECIFIC I� LiECO tlNC. DENSITY OF 0.55 OR EQUAL A am 4WI aw. st saw ONALE AArtq,.,N,M1t. 71t aAW"na:ar+War,#roa#.naM4 aAw n..FAIL 20-175 tx.-. aw m-,w . �.laO en-,w I4NdNC 06gae1-7aNL. EOE (Ga41a9-6m - P.E SAl/POHHTUIE/OA1E CA`OWIM711fR- A:sLRJt� '&Rfl 7 OF 10 '. N N cn CQ O� -t-+ U N Q 0O O .� cu U -0 cn Gv V p O O Q O Piet � O v^, cn E O ,.` Q ^i CU . c �/w�� c J ++ �`• Q` ) •a c�:p( •R�.'11�(g li7 h.,.r 4V o Fb • S t� i a. a• Ar c '3 � d cn .�, C wf--j U) co CL 0 U a)'^ ■ V! LLJ Q z z Q J d SHEET NO, S H 1.3 DRBLOCK 4r 3; (i) & 0 � TRWPWREO IOHCIiETE. $14' W000 F��POURED 1 � 1 •` �2MM ON 7/ANPW6 CONCRETE BLOCK Y F9AME 1 �E+..�(/7 1y' OR® i 1Y4.0 2 1/2' 1 1 Wl RYWJ. t 4i. i 34• APCON ..... T .•� 1" ' j W 12, 0.4. 1 : r . To r 0a5 TOW ATE IFG LOCATION YAM 5' MmN. B7< L <T35 2' T M .. T 44 2 'ALW ANGLE OR S106-N154 SXEAf r.....,_ Y X 4' X..i2g' -.. -..-.r -. ._,MI 1_?NAON .OaO' MWOAN. NUM. BONt GATE 65106-N74 COO. AN-74 ALLOY GLE 2 112' AWL y�-- • 1) Z I - - -.r s- -,,,. ri 1 1.{ Mm CAP 2' . F . 493' Site 4-14 6063-16 ALLOY tOH17. AIM. ANQ E WITH 1/4v . 1 3/4' TAPOON • 1 0.0. HOF� z1/4" OAP 1/4' A' ..07E 0 'r O 3/tB,-Xt{ OR 0063-T6 Nldtf W/JAdONT CIA• IJuen- ANGLE QASE A( (PLAN) SCALE 1/4"e.f' CASE B (ELAN) SCALE 1/4.*-1' CASE (PLAN) CASE SCALE 1/4'-1* D PLAN) SCALE 1/4•-I- 1 SOAD-SET OR 414 OR BLCOPM W LJ •® �1.`J i tE F"iCp, Bd<T1 09 t ftwuu1f.FUR (LgsEEE f - (AWL PANEL OVERLAP BEYOND CONE TROT% VARR3 1 1 t�a' 2'.4' W000 FRAME 5' AW.'� V WW.. VL ® OR 25H' AI'000 = SITES a GAGING silk ON st 9, FRAIE i A6 APPL1GrgE i ICA, 11) oI EMNG W D7N) YEWOW REIGNITEDOR e 2.e F9� j ADGUM T OR(D&A= (�SENT IT FRONT it 5 FAEmS au ( PANEL) OUT Em; T° X . B.O.�DISTANCE S i 1 +� ' «,�.' uH CASE G (PLANT ,�'CM`�p •F /j SCALE 1/4•-l- WMINE&iffiionr - W r La. ''t.'�.' fy?4'R ��GENS ". 4/� VALID FOR DIRECT MOUNT INSTALLATION ONLY k CEFFIVWO PANEL INSTALLATION AT WALLS W! t /, CIO. 44167 1 SURFACE LE4EIL VARIATIONS WITHIN 3/4'. CAS E {PLAN) SCALE CASE F(PLAh!) SCALE 1/4--1- (VALID ONLY FOR PANEL 1)INSTALLATTONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7) MAX. A.S.O.MAXIMUM DESIGN PRESSURE RATING ANCHORS SPACING FOR. EA - AS SHOWN ON SHEETS a k 7 APPLICABLE TO ALTERNAam _�. d: ANT' OF THEM NAXWUM PANEL EIm L v (it.) TAPCON LAD SCREW PANELMAIE FEMALE 10Plts PANIELMATE WOW BUS 13' 13• 13" 13' I;r TIN M 13" it it it 9r 1W (BALM) a Ile a 1/2" 11/2' B I/r 6 1/2" 2W (TOP) - - B 1/4" 12 1/2 6 1/4 2W MOTTO)OR ®` r r 6" - TOP) B" B' r r - 3W (sane ) Ir Ir it ,r Ir 4W (TOP) +45, -45 OR tEM 13, Ir Ir. 13` tr 4W (BOTTOM) 13" it 13" Ir a I/r III, (TOP) 13, Ir tr tr 6' 1W (BOTTOM) 6 1/2- 6 1/2• a i/r 6 1/r 6 1/2` (RIP) 81/4- 12 1/2' 61/4' pw (BAR!) >W-0' 4 112`.... 4• 5 172- a 1/2" - �). TO 14- 4 Ij2' 4 7/r 7" r 3w {00TTOM}. 10 11Y' _I 9 i/2' T2' 12• 4" W CFOP) Ir 1r 3r 13' 1112 4W (BGimM) + SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS 8F MAX. PANEL LENGTHS WHEN SPA(OR IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4-0 T ANCHOR 1/4`P P ANCHOR MAX. A.S.D. DESIGN PRATING RESSURE ANCHORS SPA M FOR EA. r AS SHOWN ON SHEETS 6 k 7 ACE 11'-JB�KPANEL / k A NY OF THEM i uAlumum LENGTH, 00 TAPCON LAG SCREW PANEUTATE :FAA2.E IO PANELMATE Sus WOOD &75lNJO lr 1r 13' 13" 13, 1W (TOP) Ir Ir 1r Ir a IW (BOTTOM) 61/2' 6Ile b.Ijr 61/2" 61/2' 2w (IGPf 61/4" 12 1/2' 6Ile 2W (0w..) S'1-O" r 7 1/2' or 6" (Ta) Less 7 I/r -� b" 5` I#` - 3w (BO1ToM) it 13, 13, 13" 13' 4w CLOP) +48,O-15 +75, -75 it 13' 13' 13' 13,4W (BOTTOM) Ir Ir Ir 13• to' IW (mP 13, it is, 13` 6 1/4• /W (BOTTOM) 8 1/7- 6 7/2' a T/2' 6 t/Z• 6.t/2` PW (TOP) - - 0 1/4' 12 1/2, B 1/4' oulf.) !r 5' 7 1/2' 7 1/2' 3W ((OR) 7' e ' 3W (0 m) ) 01'3 /r A (TOP)' 73' T3' tr t0" 4W (COTTON) 4-SEE TABLE #i FOR uAX. AS.D. DEm LOADS & MAX. PANEL LENGTF44 WHEN SPACER IS USED, COF6iE5PWNOING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE #I A A.&D. DO LOAD ANEL LENOTH 40 PSF OR LESS 6"'-8' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 51-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS aY W/ O.C. PANE LL D (SM CLING 1 ON sFErr 1 � 1 1 I I uvroC 1T REGULAR SEE 94103 is a 16 FOR AHG70" rim a %KN** MR a6:ORLUIOIS INTO WON TRW MXD14M MNRNY ANCHOR 900I NGS AND ~0 IDLE {%TAIM ARE INCIOOED ON TINS SOHEDIA.E. FOR ED: LESS THAN WOODED ON SC/EDLU RWLOE ANCHOR SPACING BY MU RAVING SPACING 9pRR ON SCHOWLE 0'F TIE FOLLOWING FACTORS. FOR THIS OPERATION m BE POSS" RMUM SPACNO O6IAI ED USING FACTOR $NM1 Nor K FEES 'PM W "Al SPRING NDICAM MR EACH ARMOR HYPE ON: ovs scin LE. 14% ANCHOR 11 MINIMAL AND" FAC919 {Wj 3 3 aNW6IM1W1W DmtFtTle 6A3 3 3 4NWANtIReJ SALT Frel.Oa 3 a 112 N1CIR WK pNM� 4EB3 FACTOR 11/2 a94 - 21 p6T - 3 ww 1Aa 3.1 - 'A' PANELWATE NCI�1 (BEYOND) WALL MUD hMM SCALE 3/a l' EN. LEi E ELEM SHEET (MUD ONLY FOR PANELiNSTAUATX)NS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) AMC. A.S.O. PRESSURE RATAN) MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDLU BELOW N"JCABLE ro SECTIONS WXRMIM PIEN�GTH 1' (A). MAX. ALSO.. PRESSURE RATING tP.a.r:) MAX I .ANCHORS SPACING FOR -MN E.O. PER SC4FDULE BELOW A°PLICA�E MA70W IMDESIGN ' PANEL LENGTH "L. (FL) TAPCON SOUR -SET -01& P FENALEID TE PAN TE PLUS ZAMiAC-NMLN W6.K-N kf.� TARX.'{M'N 5pW-SET P TE N) P PLUS 2AMAC-4k Ili C"_w k m 10" m m m m OF THEM :m TO m m Ak m OWNNIER ttl OE li#M +43. -SS OR LIgg 1r /r 1r tr 13' t3' 73' 1r l3" it it -: 13" 1 (TOP W-8„ OR. �� +55, -so 1r tr tr 1 3 tr 7r- 1r 73' tr T3" lr 1 1 2 / 1 (TCA) W-r OR 1E48 tr 13' 73' 1J' tr 1r 13" 13' 13' 13' tr 13` i (BOTTOM) tr tr 13' tr 1r Ir tr lr Ir 13` 13' 11 1/$ 1 (wilaw) it 1r 1r 1r Ir 13, tr tr Tr tr Is, Ir 2 STOP) tr it 13, Ir 13• 1r tr 13' 1r Ir 13' 11 Ir2 2 (TOP) it Ir A' it tr 13, 13, tr Ir Ir 1r lr 1z (BOTTOM) 13, tr Ir Ir 13' 13, tr Ir 13, Ir is" it 1/2 2 (sorma) 73, Ir it it tr 13• Ir Ir tr it tr tr 3 DOP) 13, 13, Ir tr it 13, 13' Ir tr 1r it 11 II 3 (TOP) - 12 l 12 tf3 8 Ile 6 1/4' 12 1/2 12 I - _ 8 1/4" 6 1/4".3 (RDTTON) _ _ 2 1/2`12 1/2 6 114` 6 1/4' 12 t/2 12 1/Z _ 8 T/4" 6 t/4' 3 (9711ONG a a a 8 6 7 1j2 4.(TOP) 6. 5 1/2*a 6 B 6 1/2 8 7 1jr. a 6 8" s 4 {TILL{} a" - a• - a - 001104) D' b - 6' a' - 8• - 6" - 4 (8000+4 1r l3' 13" 1r 13` 13' 7r 13` 1r 1r 1r Ir 'Crop) 13' it tr Ir tr Ir Ir 13` t3' 1r $r 11 i/ (FOP) i3' 13' 13' t3' it 1r 13• t1' 73" 13" 1r 73' 5 (BOTTOM) 13` 137 tr tr 1r 13" 1r 13' tr Tr 13' it t/2 a (alma)... Ir Ir tr Ir it 1r Ir Ir Ir 13, it Ir a crop) 13• it it it it tr it Ir fr it Ir 11 1/2 5 aoP) _ - 6 t/4` 8 1/<' 6 Ile 6 1/4• ` - - - 8 1/4" 6 i/4' 6 (ROTC•' - - $ i!d' 8 7/4' 8 7/4" 6 1/4- - - - - $ 7 / 4` 6 1/4. 6 (SOTT.- Ir 5" 1r 10 4127.Ir r 13' 7' 7 112 a 1/2 1r 4 1/2' 1 (TOP) TO . le-4' IF 6' IF it IF 8 1/2- _ Tr -tr s 1/7 9 1/2, s UP IF 5 1 T ) - ,- , TO Q,-•, 13' 7• tr fir t3` 4 1/2 Ir 9 1/2 10 1/2 7 1/2 Ir r I (BOTTOM) 1S` 7 7/r lr 1r IS• 90• IV it' 8' tr 6 1/2- 1 (BOT1o1) 13' s' it 10 i Ir r it r 7 1/2 5 1/9 Ir.. i i/2. 2 MP) Is I r I Ir I tr Ir B Ile it $ 1/r 9 l!r 6 1/2' it 'S t/r 2 (TOP) 13' r 13, it 1 13' 9 1/2 it 91/2 10 1/2 7 1/2 it 6 1/2" 2,(BGROM) 13` 7 t1r 13' 1 Ir Ir TV Ir to, it' a9 it 6 1/r 2 {B4l10M) Ir I. it IS` I i3• 9 1/2 Ir 9 1/2 10. 1/2. 7 1/2 Ir 6 71r 3 (TOP) Ir 7 11r tr' Ir 13, 10" it TV it, off` it B T1r 3 (TOP) - - 12. 1/2 12 t/2 6 1/4 6 14 2 1!2 6 1/4 - - 6 I14. -a 1l4 3.(WRa7j - - 2 I/2 2 1l2 8,1/d b //4, 12 IlII 12 1/$. - -. a 1/4 6 I/# S {BOTTOM) 7' 3` 9•. 5 112'. r 3 1/2' W 4- 4 1/2" r B t/r r 4 (TOP) 7 1/$' r 6• 6` r 4' 6• #' 4 1/r 3 Alt' B 1/2" r 4 (TOP) r a' a' a' 5 llr 7 1/2' (00T1OW) a• E' r r 5 1/r 7 1/2` 4 (80FT44) it r it /3• 1r 9 1/2' 13, 9 1/2' 0 1/2 7 1/2' lr 1' (TOP) Ir a ljr 13' IS" it 10' it TV 11• 6'... it 6 1/r 5 (i0P)- ir 7• 1r tr i3' -1/2- it 9 1/r p o 1 7 1/r 1r 0 1/r 5 (BOTTOM) it a i/r it IS' 13' 10' Tr 10• 11• B' it a IX 5 (BOTTOM). 1r 3• 13' i0 1/2 lr r 11' r 7 f/2' S 1/2" 13" 4 1/r 8 {i17ih 13• B• 13` lr ,r 6 1/2' it b 1/2' P 1/2' 61/$' /3' 9 1/2' 6 (TOP) - - B 1 4' 8 1/4` 6 1/4' 6 (BOUT."' - - 6. Ile $ 1 4. 6 1 4' 6 t/4': - - - a 1 4' 6 1 4' 6 (BOLT, SEE sw if FOR Mae" & tNVA" FOR INSTALLATIONS IOC WOOD Tow gt8ID0108. K WWM N "MR SWIGS ANO M AIMUM SM O51' =ARE aIOGTTD ON THIS SCHEDULE FOR EA LESS THAN lgNd1ED ON SCIAMAE R60UCE MOM SPACING BY WA.TM YM 90400 SHOWN ON SCHEDULE BY DE 1OL7OANG FICTORB. FOa'0R4 OPERATION TO BE P4AbMM NOTICED SPAOO oetoo U" FACTOR SHALL Not BE LESS THAN wpm SPhI,WL' C MIGRATED FOR EACH ANCHOR THE am THIS SCH MUM TYPE 1/4'I. 1/41. I/o4 i/4f //4'R 1ANCHOR/4'4 AWGH{ f70LY•ae ONL-M NO" ANCHOR SI ACING On 3 3 3 3 3 1jY 2 i/2 mmmumna O"J 3 aT/Y r 3I/r 3 TANCR E.D.) IIWt 3 a t/I" 1 3 1/a' 31/2 3 I/4" 4 ACTUAL EDGE 1)IBIN'E FACTOR T 1 Nus - - 3 i I61 Q9J •• - p,OW.. � T TAW 1A0 T.00 t.m w SPACINGS ONLY VAUD WHEN SPACER IS IASW. SEE 1 FOR MAX A.S.D. DESIGN LOADS @ MAX. PANEL LENGLFI6 WFEF1 SPA£ER'C^Y " • O OF D.M � (SEE SECTIONS k ALMINAYNE5 ON SHEETS 13, 14, 15 MAX U R-1 W/1% R W/1s Rom-Saw/16. R G C O O O C #i A .WjdEYi A .D. DESKIN I.VkO _ �ANIEL I�]4GTNP 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF 6'-r > 50 PSF 70 60 PSF 5'-10,. A MAX. PALL LENGTHS ARE ONJX VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS At W/ .SPACER AT 12 1/2- O.C. R-2111/13, R-39/14, r MAX y R-2BW/ts. R-38W/16. o NI 1/410-201" SS. BOLTS W PANE ) I i [ j ; j I 1 •L' (USE FMw I"D. t:EHOTH i 1 I J I k tI f F PANEL LENGTH OVER r-a') i X REGULAR STORM PANEL i : N W-r O. +40.0- -40.0 041, '(W1 OVEIW AID PANEL LENGTH BOLT) LIFE RM PANEL. . _L !! t 4 I d 1 r-5' A +80.0, -54.0 Wok .1 OVERLAP Mot PALtFN07M BOLT) (0/0 A i USE r-a• MN. PANEL. LOOM +_ _ _j AT ALL MOUNTINGS O WIFE'. NUT AT # EXIER109 L_WM NUT AT IT i' ON IA/IZ% R-2A/13, R-3A/14, R-TAW/15. R-SIAW/16. R-19/iS,,RR-2299/13. R-36/K R-16W/15. R-29W/15, R-39W/16. R-2AW/15. .-._. .,.._._._..,._.:.._._..�..» ANCHOFM (SEE SECTIONS AT ALIERavws ON SHEETS 13, 14. 1s kT6)----------- --- UFE- SAFETY STORM PANEL (1) EL.EMIQNELEMIQN M 2.81ir SCALE Ile -I" � Jstow PANEL (LWL OkATAAP -1 WHOLE IMUZO i� LIFE SAFE'iY PANEL EMBIOR SE09N A —A SCALE 1/4•-1* FLl 2'94• WOW, PLA TAPCON REQUIRED RED W/ STUD, WOOD O EgllLN�B_Ph�l 111EfsA PiANL WALL IIdUN71NGS SCALE 3/8-$- 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (p.I.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN .PINE No 2, W/.. %3ECIFIC DENSITY OF 0.55 OR EQUAL S. • K 1' R49TALLATKM ONLY VAUD FOR WIND 1" MIHJ SPEED UP TO 170 irLp 1h. 1/1" iIWAX. CAP REGULAR STORM PANEL wma IL1NY0. Ne 24 GAGE GALVANIZED STEEL STORM PANG ORAWW 7W: GLOBAL PROTECTION PRODUM TIC. L E Lac. 4em tT.W. al STREET 7WPiC n as3T4 FlLaC (9Sa)@1P-764A FAX: (9S4)NO-WToi N4 NY 7MA TrrNx N m. 91Ty �{Rg tr...m: 20-175 : aµ"ft we nt r . a MW 12 OF fa �HCA,-0t00�977t79. LHCWIaAAuegJ ualtc ;jtTr'TjfT;aXmi "r MAIL PAtffl LENGTH {SEE ELEVATION ON "M 12) MAXIMUM A.S.D. DESIGN PRF URF RATING (P s•f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR ST1jRLi PANEL (fIN_STAL!TiONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) WAIL A.8.0. DESIGN PRESSURE MAGI UM ANCHORS SPICING FOR MN E.D. PER 8EUDIN APPLiCABIi MAXIMUM PANEL LEA TH (rt•) MAX. A.S.D. DES" PItEESSURE Rhym (P-ij MkURIM ANCHORS SPACING, FOR AIR EA PER SCHEDULE. BELOW MPUCA&E m PANEL UNOT1(P.W.1:) TAPDON soup -SET FEMALE 0 -MALN. CALK-DN & TA'f'ON SOLID-SETr"I'll" tIANE�w TAMAC-NANN CALK -I N m m m m m TO tHOM m cowcm GO m TOlr OF THEM ri6b• -6S +7a, - To 76 11' 13• Ir tr 4r tr tr Ir 12- fr 1O' fi 1E�95 +75. -75 TO +114-11" 13 S` i3' 10 1/26 t/r it 6 11r 7 1/2, 5 1 f3' 4 1/r tIr oft it" tr Tr 1r it Ir Ir -ir Ir it TV 1 00TIOM) 13' 6 1/2't]` /3' 9• 73' 9` t0' 77/'F 7r 6' 7 (80TIOM) tt• it tr _ Ir Ir tr 1r tr Ir 13' jar 2 (TOP) Ir 5• tr 10 i 61/2- 1r S I/2" 7 1/2. 5 1/2' Ir 41/2-2{TOP)9i !J• 13' 13" 1r 13' 1r Ir it it 10' 2 (80tiGl) lr r ,s' tr /2 tr 97 r / Oi 71 7 /2 f r 812'21' / (BALLAD) Trt it Ir 12" it to, 3.{rop)a,-6,13' r 13' tr 9 A /2' 15 01 rto1 _/ /Y 7l /2' 2 1/2"12 1/ 6 1/4' 6 1/4' 12 7/2 12 1/ w - a1/4' 6 i/4' 3 (®OPTION) - - 2 Fjr 2 1 6 1/4. 2 112' 4 T14• - - File 6 fij#` 3 (BOTTOM) Fir 5' a`. r 1. _• M 6I/2` r 3" L• 4 l/r 4 ({OPT i' r a 6 1/°Y' Y 3 7/2" er 4•. 1/2" 3" 6 1/2` 2A/2" 4;(TOP) -... er - e" " a• Ir6•_ 8` _a (>1titiiTCW) 9" - a 1t2'. 9` - E" - S 1/2". 7 •• 4 (sonw) it" 1r it 1r 1r Ir 1r 13, Sr 13' to, 5;(Top') ,r a Ile le Ir Ir 9" ,r 9' to" 7' 1/r 13" 6' S ( it' it 13' 13' Ir 1r Ir 13, it 1r to' 6 (bottom) it r tr j3' Ir 2 1/2' 13 9 1/r 10 11 7 11r it r 5 (BOTTOM) 13' it" it Ir tr 1r iS' lr 3r 72' 13` TO' 6 (TOP) i7' S' t}' 0 I/2 ,S' 8 T/2• it 8 1/2' 7 1/2' S 1/2' 13` 4 1/2" 6 (TOP) - _ 6 i/4' 6 f/4' B 1/4. 6. 1/4' - - - _ 6 1/4' 8 Ij4' 8 (ROTE!•) - - 6 1 4' 1 1/4' 6 t/4' 6 1/4. 6 i *` 6 t/4' - - 4 1/4- 8 1/4' a (ROTC«) Ir 7 tj2' tr 73' 43` 10' ,r IV it' a' it 6 lIr I (TOP) ,W-6 TO •_r Ir a' it 0 1/2 it 6 1 1F 6 1 7 1 S 1/2' 13' 4 I/2' t ) , ,5-6- TO 7'-5' it 7 1/2' t3' 73' 93" A 4/r 7r 70 1/2 T/ t a' tr r 1 (BOTfatj 1r 6 1/r 13, tr tr 9' Ir 9' to" 7 1/2' 13` 6• 1 (BOTTOM) /3' 7 Ile is, it #r to• it t0" 11' a• 13• a 1/2" 2 (TOP) tr 5• 1r 0 If2_ tr 6 t/r tr :6 1/2' 7 1/r 5 1 ' it 4 1/2' 2 (TOP) 13• 7 11r. - 13" Ir tr to S/2 l3' to 1/2 li 1 / B` 13' r 2 (BOTTOM) it r Ir it ID` 9 1/2' 13' 9 1/2". 10 1/2. 7 I/r Ir :6 Ile 2 (BOTTOM) Ir Tile /r. 13 1 ' S 13 ` TO t 2 > I " 3 0 1 /2. I 1 /2 6' lr r 3 (TOP) IS' 7• Ir ir. it 9 it2' IF 9 yr to 1/2' 7 lt2' 13' 8' 3 DGP) - 12 1/2"12 1/2 8 1!4` B Ij4` }2 1/Y` b 1/4" - - 6 1/4` 6 Tj#` 3.( I'[OM).. - - 12 1tZ'f2 I/2 6 1/4' 6 i/4" 2 tj2' 9 1!4".. - - 6 1t4" 6 1/4" S (60TTOM) 1 1/2. 3 1!r r r 7 1/2` 4" 6` 4 7j2' 6" 3 t/r. r W 4 itOP) r r r 5 i/r 7' e 4 1/2' r 6 f/r 2 1/2" 4 CHOP) Ir - 8' -r- a, 8"_ B• - 4 (BOTTOM) 8 - a I/2`..._r_ 5 Ile - r' - (BOTTOM) 13' 7 t/2" 13' 13' tr 70 /jZ 13' 10 1/2 1 1 a" 13• r S {TOP) 13" 6 1/2` it 13• lr - 9' 10' 7 1/Y 1r 6' (TOP) IF 7 f/2' it 13' Ir tD It2 13' 0 112 1 I - S• Tr r 5 {BoTNiij Ir r lr it 1r 11121�1 9 1/2' 10 1/2' 7 i/2' Ir 6' S (60TTON7r 7 t/2' 1r t3' it 0 i/ - tr 10 t/2 t i%2 Y lr r fi Opp) it 5' 13, Ir 6 i 4' 6 1 4' 81j4' E. t!4• - - - 6 / 4' 6 f/a' 8 {Bpi.^) -- - - - 6 A/C :6(BOit.4• SEE SHEEP it MR NKai0W5 rft A, MACGIO FOR WSTAUNPOM wo WOOD FlAw NaAlNN68. I MTIMLIR 0N00011, SPA AKING AND MIN11" EDGE DBTAM AM aMrATED ON M' OME FOR Lb, LESS t1MIA 1MXcitm OR s12Hmue RFT3J� A7CNOR 2PAn19 ar MULiWIYNXC s7ND9N aN BCFEDMS BY OK Toua No FACi0F8. FOP 1w OPERAm To BE POSMBTE, RDUM SPACING OBTAINED USING FACTOR SKILL Not BE L�SPACELO 0I0IOl7ED FOR rMN MOTOR TYPE ON Teas SCInULL Anil tYt>Q i 4•a 1/4'I t/4 1/49 1/41. 1/4'. TKDNN MXUtt;T aAwaluteN DNR-M MWWLM ANCIM SPACNO OP:) 3 S 3 7 2 le'2' 2 t/2 A1IIRaw/7RIBE. D+3 15 3• 3 3 Ilr 3 Dal'TINCI(EOS WAot 3 5 t/2' O i/2` S 7/2 ACTUAL UP*= ED. f AC T_OIR GAG 3` OAD Dia - TAD - 0.O, 31 t4p tA0 taD tA» 4e SPAgNOSONLY VALID WHEN SPACER -IS USED. SEE DESIGN LOADS k MAX. PANEL LQKA11iS WHEN SPACER USED TABLE It A A.S.D. DESIGN LOADMOO" _ PANEL UNCITH 40 PSF OR LESS 6'-a > 40 PSF TO 50 P5F W-2' > 50 PSF TO 80 PSF- 5•-10• A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS.4C W/ :. SPACER AT 12 1/2- D.C. 1.. .....L •!. �i •A L r .iC.__o a: FIFIAP-Mi4a 14 1,M SEE ITHMS to k 11 FOR ANCHORS Imam TYPE 1/4i TYPE A SPAC6O N)R'.N9TALiATOHT'R110 wo, WOOD TnWUE MNN1AA ANCHOR SPACINGS AND MN11AW AWialAA Now tlWam W 3 4 pRMpNF C'aNrwr 6nj 3 MOE DISTANCE ATE INDICAIED ON THIS SCHEDULE, FOR EIL LESS IKA N NOOAEO ON SCHEDULE RED= ANCHOR SPACING IWgInag1 Ono.l. 1lsek Oe3 3 BY YLRTIPLi'9LO VACNO SIOYN ON SCHEMI E BY THE FO U0WN0 FACTORS. MR TM OPERATION TO BE POISMLE AI1VL � aellEz (Fai MOTOR REDUCED Sdas6w. OBTAINED TA6O FACTOR SHALLNOT BE LESS1tVR 2 t 0.61 r GATT ion" BPACOO IND CATED MR EACH A/ONOR TYPE ON INS SCNEDIAL _. 31 • - AAX. LENGTH EVAET TON WALL-1Ao11NT1NIDS, SCALE 3/8-1` 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS ()7 J) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL POURED Ada oc:a} CONCRETE BLOCK EO 2514' PLATE REQUN PANEL UE METH ON S� t� TAPCON Ro9•04, POUI;EO CONCRETE OR E BLOCK REOiNRED. ATE OF 24 GAGE GALVANW STEEL STORY PANEL. twux'IA OR tl� IILIECOICRC.GLOBAL PROTECTION PRODUCTS U.C. °J/lAM Tb AL a 4Wa0 S.W. 6T Haler ` TYRE' WNNN#µ t l ,?2,�,) w.}1M. 4H, NY USA 14tMn M/N: A. 3MA AIML FL =4 A ( Nr, 1w ert-ml FHwHc: t964M+R-7xe. F4ea CAa4)roe-a1n 20-175 CA-0006719 �. era nia IW AwW,a Nz PL aFA O(A77TRE/7M1E WA,ETt A.OMiT Jr, Pk. »" 4 4LWE1 iI M to O N N O� U .� Ir_ � c cu -0 c O (a O cu U) O Le,. O a) '^cn O fI O �`` ._ �• cn � O ) O f cu -0 �I� .- -I/�/-� �J V Q .s C M Q. X -0 o - co Clb7 ta C C� C'J Y,1 q> P..A < u L) s.J u cu O 0- CL O U �t� IN V i CIO LLI z Q z Z a A"J I..L SHEET NO. SH 1.4. ANCHORS (SEE SECTION EL7 4 ALTERNATIVE UTIN ON SHEET 18) M" MkL r1) � (SEE NOTE 2) �` �l ( \-INOTE 2) N iIl�IlillIliMlil�ill IrRil•�htlfMl.7Flilli�� .air �ralTrtasaria�rltr.r rr � � _: PANELI X. ,ENGTM 0.0 CX1. I (t) SCALE: 3/32'-7' �•:: 2,667' _OYERIAP 1/4- Abu. CAP 1 -1 WHOLE }�_._�_. VAX. CAP V ff V SECTION A^A NaLtHHNNNIrM SCALE: 3/32--l' IF LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PRCCarAOEO T4 REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO INST FROM INSIDE CIF STRUCTURE. (T) NOTES I aF s€aIES ?oao: E-2 RANG STORM PAL SYSTEM ING DF PANEL + Cant TRACKS TOP & BOTTOM. (2), END PANELS SHALL ALWVS BE CONNECTED TO BOTTOM IMACK OTHERWISE A STOP BAR (' BE PROVIDED Al TOP OF SUCH PANELS'. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4'o-20z3/4' M.S. W/ 7/8"e4/32- WING NUT OR 1/4'oz3/4" Afro. THUMBSCREW INTO TAPPED BOTTOMTRACK, LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SFLLLL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE ((3j ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM iRhCk MAY OCCUR AT ANY PANEL LOCATION, :t INSTALLATIONS ONLY VALT FOR WIND SPEED UP TO 170 m,p,li, ENGiNEERINGI at ENGINEERING usage 2 of 2 All American Shutters andGrass - 24ga Galvanized Steel Starr Panels ENGiNEERING EXPREEiIB® PRODUCT EVALUATION REPORT No 33% increase in allowable stress has been used In the design of this product. Separation from glazing Is not required for Installations outside -of Wind zone 4 and asset" facilities. SeWemter 1S, 2D20 Impact Resistance: u bar , 0-316 - Ft2 on Number, 1 EX Project EX Pro}act Number; 2031543 1 erge impact Resistance has been demonstrated as evidenced an previously fisted test report(s)r and is accounted for in the engineering design of this product. Product Manufacturer: All American Shutters and Glass Manufacturer Address: I W Donis Road Wind Load Resistance West Palm Beach, FL 33409 This product has been designed to resist Wind bads as indicated in the apart schedules) on the respective Product Evaluation Document (i.e. engineering drawing). Product Name 8 Prod Description: 24ga GaManized steel storm Penes Lame Micah& Impact Resistant inst8/latiofy This product shall be hi stalled in strict compliance With ks respective Product Evaluation Document (t:a. drawing), along with all contpownts noted therain, Scope Of Evaluation: Product Product components shall be of the material specified in that product's respective Product Evaluation This Product Evaluation Report is being issued in accordance With the requirements of the Florida Document (i.e. engineering drawing), Department of Business and Professional Regulation (Fbdda Building Conurbskon) Role Chapter SIG20-3.005r FAC., for stateside acceptance per Method 1(d). The product noted above has been Umitations & ConditionsofUse., tested and/or evaluated as summarized herein to show comhphance with the Florida Buffing Code Seventh Edition ('2020) and is, for the purpose Intended, at least equivalent to that required by the Code. Use of this product shah be In strict accordance with the respective Product Evaluation Document Q.e. Re-evaluation of this product shall be required following pertinent Florida SWkfing Code modifications or engineering drawing) as noted herein. revisions. All supporting host structures shag be designed to resist all superimposed bads and shah beat a material Aided in this product's respective anchor Schedule, Host stmdure conditions which are not accounted for Substantiating Data. In Oft product's respective anchor schedule shall be designed for on a she -specific basis by a registered professional Engineer. • PROLIUCT EVALUATION OOCLNRENTS All components which are pemnwianty installed shah be protected against corrosion; contamination, and EX drawing #2D31543 dW "24ga Galvanized Steel Storm Panels (HVHZ & Non-HVH2)', sheahe 1-5. other such dame at a0 times. prepared by Engineering Express, signed 8 sealed by Frank Sorm ado, P.E. Is an iMagral pint of this This product has been designed for use within and outside the High h Velocity Hurricane Zone (HVHZ). Evaluation Report • T REPORTS Z�$ IEP�l� Respectfully. Unifomn stack s ruL4ura' perfotrrrenoe has been tested In accordance with TAS 202 test standards per test repo((.) �BT-ASG-17.001 by Slackwater Testing, Inc: Large mvasile Impact resistance and cyclic trading performance has been tested In accordance with TAB 201 and TAB 203 test standards per float repot(s) FIST-ASG-17-001 by 81ad(Water Testing, Inc. STRUCTURAL ENGiNEERiNGCALCULATiONS Structural engineering GalLtillsiiorms have been prepared which av@IuatB the product hosed on - comparative and/or rational anEI to qualify the follows d q following align criteria: rN• roHra �' 1. Maximum Allowable Spans 2. Minimum ARpWable, Sparta 3. Minimum Glass Separation Frank Bernardo, PE ENGINEERING 0MRESO 4. Anchor Spacing #PE0046549 I Cert Auth. 9895 160 SW 121N AVENUE SUITE 106, DEERRILD BEACH, FLORIDA 33442 160 SW 121" AYENue SUITE 106, DEENFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 (954) 354-0660 1(866) 396-9999 TEAM@ ENGINEERINGEXPRESS:EOM TEAM0ENGINEeRiaGEXPRESS::CON ENGINEERINGEXPRESS.COM 'ENGiNEERINGEXPRess.com hNAidK N"N M1IY(; Pr _ 3R'RT4N%49 CAF 'MA•, =CiJ-R,".:N k i ..RKrll_ >1 � f LL YJ ,.0 � I ✓L £ 4�J,aLL d'.� 4 u4tt'_ mc'T-'?--C✓-R',rI:N rP iRt `J t` INgFYa t 1 C •1A G'i:•.. 3:I lJ.Ll t'k`F� .. IL,� H_.. fJ.t -1 I ^JEnIaW - '� Y:I,u i •w 5D * N. 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'• _ '0 .fit' : 1 ul {. ai Lr nDJ>I sNHE FaII .u:A, wl._lu. 4a1:L \ TYPE 't'Il.l t:PrtrcxN TYPr Tfsr. :1: n -,Yl : rj5 i^!: <. y=PFP\rfFA(iT L{q, ♦ S R .;re •_ � r ' - 1 %_''VVI � r1Jr-u'M `. I ri c.! � „.I! rY �: ii'. _f s. R' E r fTi; - .t• I ,iJ Lit raf\Nr MnYVT tT%K_-k4iIR'1 1 Mtt t I,'rJT JO ArAJ# H4`. ac-t•i. r 1° I .: rOr •a s. ere Er-1-'?eNc1:R iR'I'aA:M IYnM1.'i OJ t MIWH.tY K11tlAi(W <i' z. s z A. N Aaaqq 1^', hTl L 1CP?:•TI':.I�iI.n �ro syc H P.lr lfFlJH N rY-t sal H�. uiaiK `r luu.li i w•�' rx r. cglz c. N" R'LP N: a• C. M1 UIJ: E T! _ .rLi �rrr.L ;l:i PI-^rN Ott IINI Itlr NL:r. 'T' EEA'R9PPMMC rctU J+Lxv LY: r 41 'i 1 SOC Yk 4LL R�r'L' OfL i PA, JJr,p ^' 3 fJ T PYrl:it':.s -Carr rniPTTN ';` '1 ,arxJN`r'LJ a()-.3i73 - .. M"-iCn: :n P PAQNYCRIPridY[ r { [ -.. /;`ODTRINALTDFtP9TTOM C1i)SUREDiTkil: L.JPAI 1 1� E �SR"T ^�R-i7 `J2 f-:ic:: ryV TYPE u 1 Y N t1 f: IItlLFA [(H1RMh%INN S t.ININ _al:.'tME h' Nt KjIJfRKJ MW PI;uC:I1nN INTO POURED CONCRETE, CONCRETE t7tISnNG POINaED. WICREIE OR BLOCK AND WOOD. STRUMBES 4"e TAPCON I. RE�'NC ET BLOCK OM ANCHOR O Ir OLD. - 1/44e TAPCON i' ^"' HEX HEAD'TE1f i rLD f ('. "`" 14z4* HEX WAD TE L _#14x1' Ah1CMOft O I2' 4" t'RWI. Met OF FRaH Fes.11410- 2 1/2 54 I XIS N 4 h 1 g 1 I BOL.TE w 1 of 4/�f" DA•Jlf -,_.. t` Aim• •lp. fiQ CLASS.._ �.._.,._3/1A�UMB�UA. POP EIOSTINg �•--'TO atldSS,..- fe'"f POP R 1 t RNEI h :kwu r N EA I -"'-""""" PANEL LENGTH # MAX, PANEL CEXGIH I g � # rNP�- N- h I t{ F+SEVARA 1 1 :R Ta i)(A�s, NhL t--^SE'PARnTI TO aLA55° I-,�q�i�4b-2ax2"t'r THUAiBSOREN nF 'L» sox B } I 1 I n I 1 2' 12 7'. d,'1I TAPCON AJCHQR .. 1/4"0 TWOM .__ POURED ANCHOR 0 12' a.C. OR�� CH)NORETE BLOCK I� REOUELED. WALL YuING . W�j j YOUNTi1L # S=Qfi EZ1 SCALE 3/8-1" ALTfRddT �ziW SCALE 3/8-1' iLuAPij��a taEN »» dugs MIN. PANEL LENGTH VAUD FOR A.S.D. DESIGN SMALL BE 2'-8' o. 44 : k = FLGRIDA mica MYx: BUILDING CODE J111on High Velocity Hu 24 DACE DACVAt82Ep STEEL STORY PANEL cons Zone 1. INSTALLATION ARE ONLY MAX, PRESSURE RATING +/- 40.0 psf. AND W-O" MAX PAM LENGTH. A q STATE _ � fI ® 11 0 C O ING. M GLDBAL PRQiEC714N tC15a LLC. trrpl/mm Mr. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'rt4, QA, LORD ;H.roHe'ANY +1iCA sv, fill SMELT ICAW MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC rrr'"r - q1 �� ` � MN-, pp m'-MIS FA�OBi mA- a� PHW[: iR6§JA�7sHl, Mom¢-N("4)MO-s:ar 20-175 DENSITY OF 0.55 OR EQUAL. a�. 4lMtMr14Y4 ^*"" 7ik•. Nz r non. a[ n r „[[..., rue DANIA4 N.: >F.. WALIER7iw Px 1 » tr«w > awcn la p tE II`ff ALL AMERICAN SHUTTERS AND GLASS I 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)'I O H UNLIMD (P T*ToeANEL SPAN ) ) TOPMOUNT'CONN_r TOP MOUNT (CONN TYP Lrtlaz n: �0'DJ (SPAN ABOVE y�'AS AN ABOVE �q '0: m9la ) -OBSYRUcnoti - (LOCATION MAY VARY)': aOTTOM MOUNT CCONN Lmn (SPAN B.EIAw TYPEAS REQ'D) OBSTRUCTION): PANELS MAY 6E NOTCHED A5" REQUIRED;. OPTIONAL" ZO STITCH PROVIDED THAT CONNECTIONS AND BPLTS wm+-VIA SHERBD 6 `SAANCHORS A11E USE0,1V CHSATISFY WING PlUTS FASTENED 0 S ABOVE:a BELOW OBSTRUCTION, . OVERLAPS 0 nDSPAN (USE APPKOF F ATE SPAN TABLE) VERTICAL MOUNT ELEVATION Z NOTCHED PANELS. 1 , N T,S ELEVATION u BC?1-fOM OUINT ( CON E{ITYN A6.R'D) TOPMWNr (CDrwTrpE As nEQ'o) ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: I 24GAUr"P PANELS STOA P RATION FROM MINXAflM M PANELSEPARATION GLASS WINDZONE & ESSENTIAL FACILITIES (HVH2, I AMI4NTUAT DESIGN. PRESSURE 1P5F1 i ALLOWABLE atE SPAN iLmaz) AN 30IABOEGRA :. 1NAA 30'ABOVE GP4 E THAN 30'A80VE GRAVE THAN 30'Ae01lEGRADE •-30 / I30.OM Nn r Eab 2.16 n r •35 f 134. In _ e.tNi N 2.i6 Fn 130414 646Ln 2.i61P. 4F45 / 1304In 130 In A &OCin SAe 2161n hm 306.61n 7 1 6.08 n 235 n r •60 / 69.2 M 6.09 Nt 2.531. r 4,5 I S9.e in M 1.72 M 6.31 + •TO / 36A fn 6.12 M 2.901n r .71 27:0 in 6,13 In 2.SB In MUDS USED IN I x o e' ra34I gibe: 4 MAXIMUM ALLOWABLE �rInk It DESIGN PRESSURES: ? j6 , AS NOTED IN DESIGN SCHEDULES DESIGN OSEI5E o NVECOTTIVEES: DESIGN PRESSURIS GALc LYLTED FOR USE.WITH THIS SYSTEM SHALL'RE DEfERMINED:pt:TF:- SEPA TEE GINEERING IN,ACCORDANCE WIT THE RA Nfi py - RN D �14 COVE ING.CO E 95URE RE U1REM AS DI pp NppHA [IETERMINE NAOCORDANOEI IT SCE7 D P I eII aN N .TER.. gg HALL LE TONR NC'OGATIVpA�ESIGN N TO 3 i o +s L. O OGRE &L T}HEPOGLTIVLE RRES.VRE CAPACITY VALUESL157ED HEREIN FOR ANY ASSEMBLY AS SHOWN, 4 9N C lR3m GENERAL DOTES: 1 THIS SPECIFLCAT30N HAS DEEM DESIGNEDpNO SHALL BE FABAiCAT®IH t m� ACCORDANCE WITH THE ftEOUfREMENT$ oFTHE FLORIDhBItUDING CODE FdR E [O aD INSIDE AND DOTSI E[}F THEH 2 P BEy NTH EOrr N 20 3, USE P VH PER �03 0 Rj W D 7A6101, 102 AND TES:T PRQTACOlS. CONTRACTOR SHALLIHVESTI H AND NTO ALL :Al BU7ibINGW EAM NDMETS Y2HI rtiLY CONFpp.RR WC p # M G APPLV DeaiG 7 I1eR1A 9EYON 5 STATlD NERlIM IAAY RER! .. �G ADDITrOHAL StITE'SPECIFdC 6EpLADAEr GIHEERI G. 4HS.... Nn33-113M15 At.11ri'�AQLE fiTR�55 HA5:BEEIi USED IN:THE 2 XflCRESSEIid DE'6IGN DFTHt$SYS7EM: 3 THEARR[CH17EC7IE NGiNEEA AF REGARD FOR THE PRO]ECT 6UPER5TRUCTUR! WirH'WHICH THIS OeSIGN 6 UseD SHALL BE RFSPOMS18Le` FOR THE INTEGRSTY OF AI.L5IPPDR7IHG SURFA>rE6 Td TH1S !1E$ILaH NlHICH t'1' SHALL BE FQORDSNATEO 6TTHE PERMITTlHG CONTRACTOR, 4. SEPARATES•5PE€IFIC'SPPLCOENGGI1NEERIH69rIN-L MR UIIilDIN z I,IFIDlRTO DCJIAYEAFROM 3S)AppS5,, DeF'LECTLOFlb• OR sPAN62XkHTA ED HEREIN. CONTACTTHIS ENGTNEHC PDRALTERNATE SPAN CALCULATIONS AS s[ ,vCRi MAY BE EfjUTA O. - - - THe S1'+''�PI. A DETAILED HEAI'3N IS ert' C Rf{P DCJES-NOT PROVIDE N R INr-0RNATION FOR ASPEC1FU S'fTE, LiCENECONDIINEr DIFFERENT FROM I THE CONDITIONS DETAILED IIERESN, R LICENSED ENGINEER oR AEGIS"TERED w - S iJ ARCHITECT SN ALL PREPARE SITE SPECIFIC DOCUMENTS MR OSE_ IN , Vj, 6 DESIGN PRESSURES NATEONEREIN: ARE RASED:ON MAX7MUMTESYEO. 6. , DESIGN S OCUt ER T 3� FABRICATION, SYSTEM ERECTION, &COI{SfNUCTION PPAxTIGES BEYOND THAT 1VHICH IS CALLED FOR SY LOCAL, STATE,-6 FCDERAL MDC5 s FROM OCvC IOH$ OF THIS PLAN: I$. face AS explUrSLY PROVIDED HEREIN. NO ApbMaNAL CERTIFICATIONS OR AFFIRMATIONS ARE ITLia. Is. ALTERATIONS, ADDiTLONSe OR O'Ii1¢A MARIONCS TO THIS DOCUMtNIT ARE HOT PERMITTED RHD IravALtDATE.THIS CCRTffICAnn", 17, PANELS SHALL RE PERMANENTLY LABELED WITH A MIRiMUM OF-(L) LABEL PER EVERY3 D FEET, CONTAINING THE FOLLOtVINGINPORMATION:: AI:LANERiCAH SHUTTERS ANDSFLASS WEST PALM BEACH, R US 301, TA52029=TA5 203 F'LORIDA PRODUCT AD AIDVAL NUMNIR VISIT ECALG10131643 ■ $'� MaTaJaNElitPiBEYPRB68 GOMBiORE ■. " PONANNTICNw->'1-ANs ItePIHeBa MINIMUM ALLOWABLE SPAN SCHEDULE UMMMMUMU I ..'?37#1�1f.�CvlAh�li?.iAl�i r��.reX&ir~r'a{tt t��[�lEai�iF.��tEitElsitri■i3'71E�� I I ' iE��Ild��f�liiSalE"i7tt�0� ` .E?3i�Tii .[:]i.tE-ii.ELii. . . L f�71f�Lif®E317GJits�Alf*ai!'.taEi•37ia'JI/.. �+ It�E7"IlIDligaatl®D.O®® i.iitiiDE'7E�i �3�EZ,7©i3artEli ^.�3FL'7i �"ii !T�€''i[!•H�E7�tQ1iC17�."a7� ,.:LYT''.�r�lF�1F:L7E�iQ�E�711�iiE1�'dF�tE�i)L�E isI � . :11G'AIP. ..gig .it'i..L' .. J - ].NO CRnIiN PROM COX IFiROiF. RED NR2Fr PANEL IENUCK IS GREATER THAN TWIT NDM FOR R6`.•P81'•E 1puNriNG EOy 4 #.. SLOE CLOSVRES.rp AEb TR AIL AUNOOUT MOWIIe IN Aa.E YlHrRE NtlI IO,DSURES ARE AtOY TMM¢Y[1NG - FRUPtmuc PER 9' UA, TAI A LII CW10[nMG, D SEPAR Lnoj" HULL OE OETAR IRA AeOlnae 4- TABLE APPLIES12V OA C2S'ZZ9A tLYnlf DR Y,tihWUr SR1O{ BDLt511Ud1'ZWA PN@L„ E BOTH Writs PAP2L flSTEIIEAS@]2S' k6,25•D.G S. UNG 0 NAY SWN I6° M1NN A V AI NGMK 1 N N SHOWN IN-04 [iDiTWOOGS, RPS PER L 1 Ile CPa{!NG tfETAIL'k UStIHi ANY NG CONDITION SHOWN W'INESE bRAWilfGS. LPEN A MWaNiI LA6TPANa.1N PRO" MINUCA ADNI�ti PANLL 4 NAMMISM I.9s w 01,19,110tFAi + E (INCLUDING T ALL"N"-AND "f/"H ADER5"lNCWDN B1IPL6 OU. ( 9ij w � t 1 1 x �i1 CONDITIONS). 3. Ln4EAR INTERPOLATR'X4BETiVI'�N LLIAOS IS r 1 tI"-I9xx"aU101ir2 sErcnV a 1 { A SEPTA nk, OTHERWISE USE NEXT' HIGHER LOAD: { I 6T M Wr WART EREo x+NfGNur a sHS`Os.. 13)N�iS 4'JfTOP1,I,QJhir GLASS SEPARATION NOTES: EXTRUSION TOA014090 FAraH.r 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO AMINE � t ¢ MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED MR USE WrrN POSITIVE LOADS ONLY, mxTDMMCaNT TYPE - � 1 g0 FIaIrPJr INTERPOLATION: BETWEEN LOADS ISACCEPTABLE, OTHERWISE USE WKTRI6HER IL'rzm rYME AS pp{I•p '@@@,1 Iz -; o LOAD. RE rVI B.I3r - 3. FOR INSTALLATIONS OUTSIDE OF THE HVHIZ AND OUTSIDE OF ESSENTIAL [M{N TYP¢ AS REgD. " '' ¢ FACILITIES IN ASTM WIND ZONES I TMROUG�N 3. THE GLASS SEPARATIOA3. L. - 4BNr ANCHORS D IRS At iNAB PE SClit'_IKJLE TS MDT REQLIIREO AND N0 MINIMUM SEPARATION FROM THF: ._E%ISTBW:CDNrD1e'f .. 6P4S1NGOP hwiP"rNe rL -31 3 :Piro 9. '71iNG 15ItED. Q R MOtI[iW Ci,OC![OR fvOGp FAAPIIfW VALVEIIIVEHINAKICIM SPACING TWA III EAR. : PANft AD]KtNT TO _ - umEsS fNttcetl N L EGRESS M PANEL DETAIL PTIONAL INTERIOR FASTENING DETAIL V.T.S. INTERIOR FASTENING `i 2:250' D:094" I• 2,990' 2.250^. r--+�D.ow' u'I z'J mluv z. 0.0 4" Z3 0.750" D;094" to 125' S.94� D 4' 10 OA. , oaD94 M D9a"�Sza' TM YP. TIP' ^� 094' 0 i0 2 ;062 I 6 o z YY" 2 OD 1 ,Ts 0.06 0 0 20 135 b.. D w zn2o AN tBJ0.0 UT U HEADER 0LEvJAN-CIREUBE. �3TIrp Ary0� : ..M. ..: 'C W 30' l:st 1.56t1"�--11.5b?" 15.10 Ip'3 Q 36SAX. •31 .555' 0176 000465" D:37@"--j 0. D15'�55" p� �t2.SDD''PANEL OOVERAGE �I. 0,179' 9�-'{I 0}_;so°-'R t" "".BBfi" D.35iz. "1:007'.�0,SO14:675° PANEL LENGTH�r0.545. .150"411 OBYP, 0.305"0:71tl Z15 i S �� nwl•ts<,ir S R . 3 TYP, TYP. �'2,D04,�.OA90'l., l t. 021. p70D" D r, BURo T" IRA D.aso�„c meACR. t •vr 1 o.4sF ..: •D iNRONUT �.: R ' �+ 3'ALLiS� ra REY._ N_G_LE-?7ASIdER Din.�t s O.D MM.j 0,19D" .655" �,3 s..Hu,F 7n Hire ''.- og F -s- .m SEO LA 0 -•'_ -- DIRC m D Szs a I•-3.D00" a❑q �.• :IiEVE115ED ¢ _ �1J a > �.tp -?: iJu. � ' ANQ7.E -,a. fIX1ENM0] � z,•I 1cw Y:'>'S:CU Y C5-ZAnI. OVERLAP' I i dry 4" MAX .�°" ONIU I[aDSORE DETAIL L ,25" MAX. i U 0,S8 t,T mcn¢r¢ - .25"MAX, MAX rc _ -a aalrir]- rlfa P"PH t BUILD-OUT�� - 9 a .tie d Y-=! :. §:•R:'h. ,Y ��`�`/{may//.y�gil -caul NDI,NI(I OVIFr II Ind 07STAN[E J. T'FPa•. i •` i' . atmRrrmr[ 1001Y' .. I! L! i L -V L1d, J L Eh16ED STR f3Uf'., .¢[+P idOD° n:L NbIXOP x VW a,>"•�.. 3,920° $, OItEW1HP "*.,vsn WIN .:, F _ • , ,,,.t /,'�.xuu N.ddurMrM{NrLuxYnuF uwnu Ml.LfC _ a MAX_ t' h SSOO" �p f 4rY>- �� a CORHERCLDSIIIIE DETAIN < �`� f.. >., ,: V Ak r .. .n.MFFxiP r rr =' •' ('STRAP MOUMCLO6URE DETASL n m-^r;.if 0T6 ANCHOR SPACING SCHEDULE: 24 GA UGE PANELS; PANEL FASTENERS Ha 12.5" O.C, 7 EEO E ®EME 9EM®f • I I PI =1 I I -- _ • ENE [•nP�r�'[r�[ge®gym MINI KMM �S�4�1!!pp��l1 :iiS9MIMI ®�WMIMIMMERMlf��l�l ////ii%/i //��ry�%Dui I-/i%/%J/y/✓70/%/////%/%i ffiffifflMONINNE ENE 91117tMBE[ENEf)M ' 9M i,MfflMz=M0fflMM0M9M M CIO r ' e 314"EDGE DISTANCE 7 I v - P; 4 ' M DESIGe AN AHCXOR PRERSURE TYPE P9 P - s nN tie rs[ a w{f N rtJ dkH+' s.Frol 1 1 J t w n' -� NN HYPE C1 C2- f„3 C4 D ONNTYPE Li ill C3 C4 NN TYPE {3 CZ C4; O3, R' .2" ED u EMB. 93 IAIi.'J[rW 41 46 52 72 12 516.0"16019"i2 5 16A 6 10 75' 125 36016 q.'67" 123 18.C' 1aD 8,S" iz.51, lED' 1 m 1" 3 $ 123 16❑ 14E" 8 " 0 125 16:0"16.0 7,5" 1 S z 160' 14i 7 60' 2 1.5 360 147" 60" i25' Lz.516.0' MY'" SGD 14.7- 6, 9" aD" 12.5 1Z.5 I6 D' MM" 14.7 b.D" 14.7 8.0" 12.5 12 5' ifiD 147" b.D" 1E.D 14:1" CO' n D dig r11l2' O•IDm 33 Wo O.CREW 41 A; 72 12 S Sb.D" SG:O' 30.1" 12 S Fb 0" 1217.0' 13 5 16 0 10:8" 6.2" 125 16.0" 141" &1' 12 S 43 0' 9,7' 5.6° 11 S 160- 9.7" 5,6" LEV i2.5" L2 5' 16q 1t 18,D' 11,111 16 0" 9,6' 8 §" S 6 12 5` 12 S 16IY 5.5 0' 9.6" 9,S' so'' 13,5 '9.". ,48 0 36 0 A6" S:f" g 3 4 31+'LM Cb 33 ]J A 7 p. TA GRIP K 41 P FRS AB 52- 7a- i 20 16.0" 160" 125 1,60' li' 12 5 I 0 102'' 6 i2 S i 0!' B" 6 1 22 S Y6 q' 9; 2 ]2:5 6 9 ": irm S O ,2 12,5 160J 114" 52.5 16,0" L2-5. La .5 I6.0" 10.5" MCI' 91 12.5' x 2 9 I's ]fs OJ 9,1' 9,1 4215 ]2 S' 16.0' 91':: Is.D" 9.1' 7 0'-x EMBED t1 33' All P[uMl nP 1.S. 41 4 l4t>OD BI1SNItID 48 52 72 12 5^ ]b 0" A 6 7:0": 12 S 1 5 S' 125 18.0" TD 39" 1 5 Z 1 25' #.8' 4.' 1 fi25 1 4 48". 4:1" 2 12 S 15:§" 5,911 S,0" -25 1i.3" 4.7" 4,0• 6.16 13 3 4,7" 4,0" LZ 5 1+.z� ' i 5 47 a25 12 3" 7 a 3 r 6.25' 123^ +7' ANCHOR NOTES': �J N U) C6 N Cll CL O Q co 0 - C CIO (� ICn O O W C 0 LL 0^, .� 70 L W O L Q CCo 0 .c �� VJ z z W J 0 G M 04 Q- ca co X a L? >r . C / C .N n C " ( -% G P / a0 Cn �r W i -4--1 U)) v I CIO Q U CU p L 6- Cn LLl c .0 Q Z s� M , J SHEET No, SH 1.5 '; 1��- `{893 lerxnor c w,-,3 LCc F��UM� sic , 381�(0 1=ally �,�-