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HomeMy WebLinkAbout3187 Fallstone WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp Compressor KS or K.S. Knee Space SYP or S.Y.P Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block 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 DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror 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 orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or PR. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PIN or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED PER C.M mi Sol I � iin UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A 8 — UNIT TOWNHOMES UNITS "A-B-C-C-C-C-B-A" 8-UNIT TH (1532- 1516-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 5 UNIT-C 1624 FLOOR PLAN 6 list 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 12 ROOF FRAMING PLAN 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 SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL I FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ,Nov,.p 3 ZOZZ .� 71- 00 +. a Cn v Ji U �\11`11Sllllllfld//!! vvfv 3 LU < 2 *c '^r, q�,� J1 ° •..... 1�� �� It' ,f71- ,`tom ' Iv� 6 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 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal fn W E O c+� a �8 /' N N CD o .... U C N ti $ �d0.wwf rI (•i V � LL d � J Q C U- LL W J LL a Z@ a Y _ v' @Nt0 W 3 W A T m � z � Z ¢ J 00 G NIL Z OU o W z z _I cl- v _o C1 C6 m g w U � U �+ s _ U (3 c N W �Q O Cl) J 05 w Z Q E o eLL k� ?o oa Z �E ao gg� �` C J al c�Cn O U �g k � w is er i 21 > ai rn 0 N cfl T Lr)i �— ~ E CD O CV � � OHO H 3 N q-) 00 E r 0 r o Z Z FL vi E (0m E o '0ar U -1 C 0 c � JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 1 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 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 0 1/8" SAWCUT x 1/4 o a UPPER 1/3 OF SLAB cn OR FIBERMESH REINF. SLAB THICKNESS r SEE PLAN. WHERE SHOWN ON } FOUNDATION PLAN o U) W Z CV -iX w U CONTROL JOINT DETAIL #5 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: 1 112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. d e d 4 <,d a d dY O e d r (4) #5 I d ` — REBARS CONT. 4" I 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE SECTION A -A .S SCALE: 3/4"=V-0" 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/41' WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \__.__CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN SCALE: 3l4" = V-0" SYMETRICAL 18'-4" 18'-0" 18'-0" 18'-0" 01 lot 1'-4" 13'4" 3'-8" T-811 13'-4" 1-01'0. 3'-8" 13'-4" ,-0" ,_O" 13'-4" o. 3'-8" VERIFY 70 VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 3' 0" x 3' 0" z 1' 0" L PAD PAD L PAD 3' " x 0" 1'•0" S3 PAD wl (4) q5 E.W. S3 S3 4)E. . 2-0" x 2 4' x V-0" H HOE 2'•0" x 2'-0" x V-0" 2'•0" x 2'-0" x V-0" HOE 2'-0" x 2'-0" x V-0" 2'-0" x 2'-0" x V-0" OSE wl (3) #5 E.W. w/ (3) q5 E.W. wl (3) #5 E.W. w! (3) #5 ERIRR.W. w/ (3) #5 E.W. IRR A6113 CONDENSATE �j �—CONDENSATE F— CONDENSATE CONDENSATE --� F � LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I ( LINE I -4" ELEV. FIN. I I I -' `° A S3 W 0 CONC. SLAB I o 2 I W a CONC. SLAB i � 2 1 W a CONC. SLAB I � 2 W CONC. SLAB o 1' 4" 6-8" T-10" 10 X-1 L. 2'-8" -8"Lo 3'-10" L. S-1011 Id. 6'-8" 1 -0" -8"L# 3'-10" Le 3'-10" 6'-8" j-0" '-0" 6'-8" 10 3'-10" 10 3'-10" 10 4" -4" -4" 4' ■ ® ■ ■ ■ ■ ® ® ® ® ■ 11 PROVIDE 1 Yz" RECESS FOR 1--- I P OVIDE 1 Y" RECESS FOR Z— I I _1 PROVIDE 1 RECESS FOR PROVIDE 1 %" RECESS FOR- 0 t- SLIDINGGLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg i _ --�— 1 ( �— --- -- S ING GLASS DOOR. REFER LINE FOR T MASON'S SCOPE FOR WIDTH _ _'� I —1-1----�-- _ SLIDING GLASS DOOR. REFER OVR TO MASON'S SCOPE FOR WIDTH I — r I LIDING GLASS SOOR. REFERfi — MASON'S SCOPE FOR WIDTHICE MAKE L oo I I —J'ROVIDE E MAKER I I g _ E MA ER I I ICE MAKER _ I I ;0 ® I M D1 I I I D1 I M is I I I D1 I M I I I M I D1 I I I io I S3 r— �I Ir47 S3 I 747)— S3 I I S3 I r: � = I ��111 1['� �� I 1 � I I 11 \III Cl)N � ( ■ L 11 ,T I I T I I rf� (I � I 3Y" MIN. 3000 RSI CONC. SLAB FOR ��� � I I I j` ( I " I I r I I •- I\ , H/ I I `L� I L m 11t_1--�,J HERNANDO CO�.NTY ONLY. 3Y" MIN. LL�2500 PSI CONSLABOVER 6 MIL. VISOUEENAPBARRIER 3 I DBL. SINK w/ C.J. _ — �I$POSAL _ -� - I I I - I — - DBL. SINK w/ °Q DISPOSAL _ _ _ CO - - C.J. _ _ — I I I —t-- — -- DBL. SINK 1 1 °Q DISPOSA _ _ - - - _ - - = �— — I ' I Io0 P�11N — — L. K wl L - - - — I f — — — `D — — — I I - - I IIII III III 1 1 IIII� � in np @ 2STORYU.N.O. r) II 1 I III r, III II JJ I I I II 11 0 1111 III I I I I I II II 0 IIII III I I I ' J r 111 J� I 1 L---JLLI_J �LJLJ)IL---� Il—J�J� -- L—_--IlllL 12'-5" 5'-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" ® I I W01 I W01 I W01 I I W01 1 1 (D I I (D 11 I 1 14'-6' II 1 3'-1 13'-10" 1 I I 13'-10" I 14'-2"' 1 I I 14'-2" 3'-10" I I �7 I I rye I I r� rn 1 9I10 I I I I I1 I I I 0'-0" ELE I I I I I I T 0'- "ELEV. I I I 0'-0" ELEV. 0'-0" ELEV. ® I FIN CON .SLAB I ( FIj CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB c.J. c.J. — — — —1—� — — — c.J. v I I I I G I I G I ® 1 @ FOUNDATION I I I 1 I I I @ 1 , 1 I I I I 1 i I I I 0 1 '4' I I 2, 0" 21 0„ I I 16'-0 21 0„ I I = 16' 0" 16'-O" I I 2, 0" 80 rh ® I L J L J I I I I L J i I L„JI I I_ ,_ I I I I � I I I I I I' I I II(f'lIi 1 I I I I I I I.. h (ELEV. APPROX. 1-1/2" I BELOW F.F. I �\� I I I ■ ELEV. CAN BE NO MORE — — ITHANI-1/2"BELOWTOPOF L- ��\ ��- — — — — �JJ — — — — — L— EGRESS DOOR THRESHOLD, I q I �y I �r 1 FIELD VERIFY K N cp I/ 1 I y I W.H. W.H. /I i I � / K 1 N �, K K N I I � I I v W.H 7 PROVIDE 12" RECESS 83 FRONT DOOR. REFER TO c4 MASON'S SCOPE FOR WIDTH .� _ _� �� 3 2'-1 " 2 104" I �� S3 iD PROVIDE 1/2"RECESS FOR T -- 1 FRONT DOOR. REFER TO 2 S3 PROVIDE 112"RECESS FOR FRONT DOOR. REFER TO I I PROVIDE 12" RECESS FOR S3 FRONT DOOR. REFER TO I , y T - 2 -1 Cv [ I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ® ® ® I I ® ® I ® ® ® ® ® '-0" 4'-0" '-0" 0" 1 I I I I 0„ 1 011 0" 81, I ELEV. APPROX. I I I I I I I I 11.1/2" BELOW F.F. o I " 2 d o I I I o (ELEV. CAN BE NO I ELEV. APPROX. I I I q -4" ELEV. FIN. CONC. SLAB cD I I W01 -4" ELEV. FIN., 'n CO MORE THAN 1 112" CONC. SLAB I BELOW TOP OF EGRESS DOOR EGRESS DOOR 4' ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO ORE THAN 1-1/2' I I -4" ELEV. FIN. I W01 ® CONC. SLAB , tO W01 -3 D1 I I I D1 I D1 t ■ I C.J. C.J. ■ - IVERIFY C.J. _ �; BELOW TOP OF I EGRESS DOOR ELEV. APPROX. I C.J. I I I_ _ _ �—■�- _ - _ _ _t4�� ■ _ I THRESHOLD, FIELD ��, _ _ 1 112" BELOW F.F, I T _ _ 1'-4' 5'-8" I w o I 1 I N I I I ( N �uj "' VERIFY W I I I ELEV. CAN NO 3' 0" x 1'-0" I i •Y I I MORE THANE I I I wl (4) #5 E.W. w/ () N L q I I I I � 1 I rT I I I ® BELOW TOP OF I UD I S3 S3 I Lo EGRESS DOOR 55 I I I 55 I I I 55 I ( , I THRESHOLD. FIELD i 55 D1 I I D1 I I D1 I I VERIFY D1 I I co A 4 S3 o L 'n "SEE S-3 FOR S3 I J L--- S3 I I J S3 I ■ — J ■ I "SEE S-3 FOR I RECESS OPT." S3 RECESS OPT." + —`i — — — L ;� + L L S3 �' ® ® HOSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB W/IN FILLED CELL WAN FILLED CELL BIB W/IN FILLED CELL BIBB BIBB W/IN FILLED CELL 1'-8" 8'-0" V-8" V-6" 8'-0" 1'-10"01 2'-0" 8'-0" V-8" 11.81, 8'-0" 10 V-8" 01 11'4" 11'4" 61-411 do 6-8" 6'-8" 01 11'4" 7'-0" 22'-8" 18'-0" 24'-8" 01 10 72'-4" 10 FOUND; SCALE: Y4"=V-0" —INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17"EMBEDMENTWl25" EXT. ABOVE SLAB. GRADE 40 STEEL JION PLAN N c_ o G.- `J LU W � r 0 - - '.J .O c. • / a / �,a... 4— W •.r;\'old:;°; i I 1 E id'i' r' _1 �• r:. C> t �'. �• j� , '• V� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E V 0 �% CO01 N �L Q N V � C J M i W U_Lu LL SSS jai —�� Q. 5 c O �c n O W Z Z OD 0 N M Z Q J OU v W ❑ ❑ Z N tSS� Q < _.J �p 4-1 V O N Ln Ill fop w 0 so >� E V r0 wj 0 as a Z N �a cn cl gE c >. i Z m zo o CD ON •2 T ai T T T c6 r E CD IM (U t � OHO T_� m � 00 N 04 LO _ 0 OI T VJ Q 00 r 00 n E 0 0 Z Z = E O N LD C Q E U _j Q pre 'i JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 2 fll_IIl�L.l- OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR - M V �\ 0 80 IL JI b J� BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 18}X374 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 184 X 62 4 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11­13 271/4X38J 26x37i S.H. 1114 27 4 X 50 i 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 1116 274X72 26X711/2 S.H. 22 37 � X 26 36 � X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 4 X 50 J 36 } X 50 S.H. 25 37 J X 63 364 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 524 X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" DRYWALL TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd 1 112" MIN. CLEARANCE DECKING 7 "1 11., FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER 'D \� SLOPE CEILING TO MATCH STAIR RISE F. FL. F. FL. 17_ 1 1/4" TO 2" DIA 16 - HANDRAIL NO 15 \ LESS THAN 34" 14 NOR MORE 13 U THAN 38" ABV. 12 Z TREAD NOSING 11 10 HAND RAIL METAL HANDRAIL BRACKET BLOCKING AS REQUIRED `r F. FL. 2x STRINGERS 14' TYP. STAIR SCALE: 1/4" = 1'-0" 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/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.oE Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.oE Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" 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 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 % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection 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. Drip -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 r2-inch gypsum board. mono: ■i■ iii • ' mono: J C M DINING 9'-4" FLAT CLG. TILE o _ M 04 N 00 b) a0 to ED � M TYP. U. v Y ih 0 in 16" SQUARE- CMU COLUMN FLRG. LINE 8'-0" VERIFY AC PAD LOCATION OF A/C PAD HB 5-SH - 2468 REF I I S-2" 6-7" O O C 3 , Z KITCHEN 9'-4" FLAT CLG. TILE I SINK w/ DNV DISPOSAL I I I a0 r---� L - - - tj16" CNTR. AT 42" A.F.F. GREAT ROOM 9'-4" FLAT CLG. CARPET GG _ 3'-8" 1/2 WALL CAPPED UP nil i G ® Ynwa r . iiiiGGnii � 1• r�n•■iGu-ni nu - mono: ■■■ Ems IN • :mono own'Mill■ r i BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAG E 9'-4" FLAT CLG. 0 Inr ------------------ r � I I I I � I I ~ ■ I LINE OF 2nd STRY. I- - ABV. I - t g I "NOTE" I p I ELK. WALLS A RE 8'-8" !- I TALL FOR "A" NIT 5'-8" o I FROM FRONT OF 1 GARAGE K I TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 1 V-4" f 18,-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: X"=V-0" 1' 18'-8" T.O.M. D1 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. 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 THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS 16" 0 C OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED FINISH " WALL SHEATHING 1 REFER TO SHEATHIN 00 iD FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR 0 FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W10 @ 18-4 ITH PLASTER OR STUCCO EXTERIOR 3'4" 12'-0" 3'4" 7011 5/32" EXPOSURE 1 OR 10 EQUIVALENT. G SCHEDULE FOR ATTACHMENTS" 1'-4" 1'-8" 3'-10" 5'-0" 3'-10" 2'-8" a (A I MOD 25 SH MOD 25 SH ( 39" ■ ® x 59") ( 39" x 59" ) ■ ■ EGRESS EGRESS 0 00 ' OWNER'S 55 BEDROOM D1 TYP. U.N.O. 8'-0" FLAT CLG. ®a CARPET (V a = I o0 o N °0 17'-8" 6'-4" 4'4" 7'-0" I ® M.CM.C\. - - - - - R&S ----------, 0. BATH I 22"x36" ' ll U' �� 8'-0" AR CARP ATTIC CLG. T ACCESS W I C N FLAT CLG N W ^00 N I \ 8�(�" N ICARPET I nDl _v_� I ® --- ----J = O I 2868 R&S N 5 ® X6 7 CO ET I = 00 7' A. 0 co N 60"x AHU 9 10 t °P WER P I io C7 R/A I 11 rn 5' 114 4'4- 3,4„ I I 3,-8„ 19 OP ' LOFT I I 13 I ® 1n cn 8'-0" FLAT CLG. I 14 0 ' to CARPET I o0 00 00 II 16 = II 1 I I UP 18 7' A.F.F. u 0 1/2 WALL CAPPED = 5'-4 CV 1'-10" 9'-6" = N A O = M = io N Lo BAT 2668 0 8'-0" FLAT CLG CARP ■ M.C. T o % I WIC 8'-0" FLAT CLG. �y CARPET 2668 io tr I to Ir ----- - - - - BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET Oq _ n - - G.T. 00 0 10 l t S 1 10 MOD 25 SH ( 39" x 59" ) EGRESS ■ 3'-8" 3' 10" 3'-10" Of L 4'-0" 7'-4" = o 00 1 V-4" iD 18'-4" 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" (2 +29.7 / -32.2 Q�) +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 SEESNSHEET O SEE SN SHEET140 ONOTE-:,VW MPHIND 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. 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. Ed. 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/ III BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'4" 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 A CONFLICT WITH STRUCTURAL WD. COL. CV O 0 00 ,y cn _; Vl L 0 /•f J T L�, / - r y> i 42 LA f;• P. S�o :'I'll, \rJ J\ -%-, u ,•\tee..`, 7 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. Hl IN E o �s (no)9-- N R 1 U)ai Q M V U. C LL J W �LLii 1 a Z _ W Y (0 IS tl m W M 11011 Z _� Co L N Z Q -' N OU Z W 130 c� V 2 N 0 z m z � � a Cn P1 V) z g Q) 0 }, fZ - " <n w g 0 N �N �,_ N 5 1; r6 - U c LL E 2 8 •i•. c w Q Y -Q t fop M oS J E i. �g� o cu t '0 n a. Z �4 Z V ra 4 n3 cu � °VV y O 0 p¢ > Z Z in � ab Z= ai oa g0 W T N 3: E ox p a f_ c o 12 >� ci rn N C7 G!D CLG � �[7 O C'V CW > ;� ' O^O a- m DO 00 T (= r N � 11� 1l­__ :3 0 N 0')-6-1 0 IZD co rn Q 00 Il,i7 00 r N � 0 O z Z F_ E O iri d U Q p _J JOB NO : 22-08433-08426 SCALE : AS NOTED SHEET NO. 3 J 41 U w 7 = 6 Z r. 5 \ - 4 00 1 F.FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" Ile BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3"FROM EA. END. SECTION 1 f` r Ili li��;l TOWEL BAR „ II li ill�i l MIRROR OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR N TOWEL BAR i' o 4 60 o O Qj �l LQ UJ (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. he BATHROOM 2 SCALE: 3/8" = V-0" c`7 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 R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 � 18 Z X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38 26x37i S.H. 1 H4 27 J X 50 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. 1H6 27}X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 4 X 38 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 z X 50 S.H. 25 37JX63 36}X621/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 JWIDE S.H. 32 54 X 26 52 4 X 25 Z S.H. 33 54 X 38'J 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 } 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" DRYWALL CASING (AT 2nd TOTAL RUN = 14'-2" FLOOR ONLY) i� 3/4" PLYWOOD 1 1/2" MIN. CLEARANCE i� DECKING i i i i i ---Z-/-------------- F__ 17 ;� 11/4"TO2"DIA ?3 16 i� HANDRAIL NO i 15 R` LESS THAN 34" 14p NOR MORE i 13 THAN 38" ABV. CONT. 12 ��`P TREAD NOSING HAND RAIL 11 1 METAL 9 j q HANDRAIL rn BRACKET 7I L 6 0� _ BLOCKING AS r� �_2x isREQUIRED 4 STRINGERS 3 F.FL. HANDRAIL DETAIL - �: F. FL_�_ 1 - 2x4 #2 SYP. P.T. THRUST 14' 2" SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 3112" TAPCONS @ 16"o.c. AND "`°" EA. END. J TYP. STAIR SECTION SCALE: 1/4" = 1'-0" HEADER SCHEDULE STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" DRYWALL CASING (AT 2nd TOTAL RUN = 14'-2" FLOOR ONLY) i� 3/4" PLYWOOD 1 1/2" MIN. CLEARANCE i� DECKING i i i i i ---Z-/-------------- F__ 17 ;� 11/4"TO2"DIA ?3 16 i� HANDRAIL NO i 15 R` LESS THAN 34" 14p NOR MORE i 13 THAN 38" ABV. CONT. 12 ��`P TREAD NOSING HAND RAIL 11 1 METAL 9 j q HANDRAIL rn BRACKET 7I L 6 0� _ BLOCKING AS r� �_2x isREQUIRED 4 STRINGERS 3 F.FL. HANDRAIL DETAIL - �: F. FL_�_ 1 - 2x4 #2 SYP. P.T. THRUST 14' 2" SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 3112" TAPCONS @ 16"o.c. AND "`°" EA. END. J TYP. STAIR SECTION SCALE: 1/4" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 e (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 Stair and Ralllna 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 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest user 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 watkline. Winder treads shall have a tread depth of not less then 8 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 projectlon not less than 3/4 Inch and not more than 11/4 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. Handralls: 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 eloped 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 38 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. ;0 in 18'-4" T-8" 13'-4" 1'4° lot VERIFY AC PAD LOCATION OF A/C PAD HB an■ sai■ Nm aw. No! :;I: Me 111 III �� ►i0 •:►i ►��, , ►�►4 ►41►4 s ►��4 •iiRI ' • -1k1/2A in 16" CNTR. AT 42" A.F.F. ;- iV 0- ©- - • • • iv ►J• •12: r; GG S3 2x6 WALL 4'-4" - 1 00 N }WR. 00 H1 TILE _J N W r; O :!!2868 00 EDGE OF SLAB W.H. N BEYOND WALL *NO UPLIFT* Q BUILDER TO PROVI DE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE 9'-4" FLAT CLG. CONCRETE 0 (V N ■ r- - - - - - - - - - - - - - - -- I I I I I I LINE F 2nd STRY. ABV. I ■ - r -. - I * NOTE** I BLK. WALLS ARE 8'-8" TALL FO "A" UNIT 5'-8" FROM FRONT OF ARAGE K I OGARAGE S4 I HB 8'x7'- ARAGE DOOR FLRG. LINE FOYER 9'-4" FLAT CLG. TILE I- T.O.M. 7'-0" 3068 O ENTRY 9'-4" CLG. A.F.F CONCRETE 22 �60 18'-8" T.O.M. T.O.M. 18'-4" ol 1 ST FLOOR PLAN - UNIT-B 1516 RFV 10 1 20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >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 @ @ 12" O.C.* THIS IS ONLY USED WITH PLASTER FINISH " WALL SHEATHING 15/32" EXPOSU REFER TO SHEATHING SCHEDULE W01 D1 TYP. i0 SCALE: Y4"=V-0" 00 Y tD r0 in I- 0 co THE 4'-0" END ZONE, THE ' 16" O.C. OR SINGLE STUDS OR STUCCO EXTERIOR 3'-0" 12'-0" 3' 4" RE 1 OR EQUIVALENT. 2'-8" 3'-10" 5'-0" 3'-10" 3'-0" FOR ATTACHMENTS- Q� OB MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) EGRESS EGRESS OWNER'S BEDROOM 8'-0" FLAT CLG. CARPET (V c0 00 17'-8" T-0" 4'-4" 6'-4" R&S M.C. PW01 r---------- 22"x36" ATTIC O. ATH D 1 fj /f♦ / I\ 8'-0" LAT CLG. 0 �/ �/ ACCESS C RPET IT TYP. '-0" FLAT C4 r- 0 I CARPETI cw N I L---------- R&S 5 2868 6 PW01 00 7 D 1 00 8 7, CIO TYP. v AH cO " 36" 10 S OWER P to 11 R/A LO 3'-8" 3,4" 4'-4" 1 1 II DWI J > 13 14 w 14 II W 60 15 1 CL ^ co0o I co 16 1 o � LOFT 3 ; `° I 0< 17 1 1 8'-0 FLAT CLG. 18 UP IICARPET O 7' A.F. 1/2 WALL17 11 o CAPPED ba CV 9'-6" -4" a 266 � s� TH G. O O 0" LAT CLG. C RPET M.C. WIC ('y �' re3 8'-0" FLAT CLG. O � CARPET I BEDROOMod 2 8'-0" FLAT CLG. " ---- -----J CARPETcs R&S n fQD in O� MOD 25 SH B ( 39" x 59" ) ■ - a, EGRESS T-10" 3'-10" T-8" 7'-4" 4'-0" o0 1 V-4" T-0" op 1 18'-4" op 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 112" 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 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. N \ N `= O o CD 00 .� CD< ' L U7 �') - J ._ 11i;t;;c ''•'�. r' Jrov fill V) • C ir:'clil„ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residentiel 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 8 - 3cD .Q. C r Q o0 0 r'n�1� tV 0 2S q• LL Q c J L:LZ LL W t' _j 55Lu O_ Z he m co' a -mo A ... W ro W 2 ?' a' m w LLZ�MZQ of 0 Z N U U N W ❑ ❑ G a0 z C a, Q ,n rN �-1 zCo Q1 c9 +1 g M c w m 0 w s �(a , .3 w 2 f� A T `) O o c -Q o o w Z it J i ¢ 1L 0 > Q 0 � o� z® E u oa M_� �o E - U K U O i O z11 N Q J in of Z maw ` 8r, W a ;a � 8 a� Mill o w� �O o Lq Ui c o T N Or T 2 ILA-7 O CO 00 CV llllx�o U 60 C r r N ILIC) _� 0 CD M Q 06 _ LO 00rl- f� T- N Z, O E N z Z E � 0 m c c m E o v m aci o- 0 J Q p J JOB NO : 22-08433-08426 SCALE : AS NOTED SHEET NO. 4 2nd FLOOR PLAN - UNIT-B 1516 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 112" 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 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. N \ N `= O o CD 00 .� CD< ' L U7 �') - J ._ 11i;t;;c ''•'�. r' Jrov fill V) • C ir:'clil„ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residentiel 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 8 - 3cD .Q. C r Q o0 0 r'n�1� tV 0 2S q• LL Q c J L:LZ LL W t' _j 55Lu O_ Z he m co' a -mo A ... W ro W 2 ?' a' m w LLZ�MZQ of 0 Z N U U N W ❑ ❑ G a0 z C a, Q ,n rN �-1 zCo Q1 c9 +1 g M c w m 0 w s �(a , .3 w 2 f� A T `) O o c -Q o o w Z it J i ¢ 1L 0 > Q 0 � o� z® E u oa M_� �o E - U K U O i O z11 N Q J in of Z maw ` 8r, W a ;a � 8 a� Mill o w� �O o Lq Ui c o T N Or T 2 ILA-7 O CO 00 CV llllx�o U 60 C r r N ILIC) _� 0 CD M Q 06 _ LO 00rl- f� T- N Z, O E N z Z E � 0 m c c m E o v m aci o- 0 J Q p J JOB NO : 22-08433-08426 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 112" 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 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. N \ N `= O o CD 00 .� CD< ' L U7 �') - J ._ 11i;t;;c ''•'�. r' Jrov fill V) • C ir:'clil„ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residentiel 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 8 - 3cD .Q. C r Q o0 0 r'n�1� tV 0 2S q• LL Q c J L:LZ LL W t' _j 55Lu O_ Z he m co' a -mo A ... W ro W 2 ?' a' m w LLZ�MZQ of 0 Z N U U N W ❑ ❑ G a0 z C a, Q ,n rN �-1 zCo Q1 c9 +1 g M c w m 0 w s �(a , .3 w 2 f� A T `) O o c -Q o o w Z it J i ¢ 1L 0 > Q 0 � o� z® E u oa M_� �o E - U K U O i O z11 N Q J in of Z maw ` 8r, W a ;a � 8 a� Mill o w� �O o Lq Ui c o T N Or T 2 ILA-7 O CO 00 CV llllx�o U 60 C r r N ILIC) _� 0 CD M Q 06 _ LO 00rl- f� T- N Z, O E N z Z E � 0 m c c m E o v m aci o- 0 J Q p J JOB NO : 22-08433-08426 SCALE : AS NOTED SHEET NO. 4 OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR N TOWEL BAR 4 EO O E: ' o Cll' LLJi BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" 42" KNEE WALL TOTAL RUN = 14'-2" WITH 1x8 CAP & CASING (AT2nd FLOOR ONLY) ----------------- 18 17 16 15 14 13 12 11 10 [9CD 5 2x STRINGERS L4 A A' n" N ih 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 20 X 26 18 4 X 25 } S.H. 13 21 18 � X 37 J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 4 X 62 } S.H. 16 20X72 184X71 J S.H. 111­12 271/4X26 26X25J S.H. iH3 271/4X38J 26x37J S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 � X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 3617 X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 381J 52 } X 37 J S.H. 34 54 X 50 J 52 } 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. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. ,-CONT. HAND RAIL I 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 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" 3" ROM EA.. END. HANDRAIL AND HANDRAIL DETAIL SCALE: 3" =1'-0" 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 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 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 r VERIFY AC PAD LOCATION OF A/C PAD HB 1411 Pi in 1 9n f-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. ------------------------- OUTDOOR LIVING 4 9'-4" CLG. A.F.F. o m CONCRETE in -0, 3'-10" T-10" 2'-8" �o 6068 SGD a' ~ ® ®' 5-SH 00 °p o REt I 2468 BF IL 0o I o0 I S-2" oL1110 O DINING N KITCHEN N 9'-4" FLAT CLG. r 9'-4" FLAT CLG. Z Z TILE TILE I I SINK w/ I _ OP CO D/W DISPOSAL I CO I I I L - - _ J-I FLRG. LINE 2x8 WALL 8'-4" 11 3'-8" 16" CNTR. AT 42" ur) in A.F.F. 1/2 WALL io CAPPED io 1 r UP 2 II 3 00 `~ I I 4 r°'i GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET CQ 14'-0" _ 7 00 io co W01 0 D1 1 GG to 11 TYP. S3 Y 12 2x6 WALL 2'-8" 4'-4" o - - - L0- rn 00 CO "NO UPLIFT'_ _ _ PW01 FLRG_LINE Q co CID D1 S4 iv N ' _•_'_ - - TYP. CVco � H1 U_ TILE FOYER ° 9'-4" FLAT CLG. 2868 TILE �O 50 00 50 � EDGE OF SLAB 2" 00 9'-4" BEYOND WALL v T.O.M.co o 3068 BUILDER TO PROVIDE n� APPLIANCE PROTECTION 4 WHEN REQUIRED PER 2'-0" 4'-8" FBC io 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE F in 9'-4" CLG. A.F.F. o cq CONCRETE in Q N 0 r- - - - - - - - - - - - - - - - -- in � I I qp I I 00 I `r I I I U') � 0' j TYP. @ j 0 Ch -- ~ I GARAGE I I K I � S4 0? I 'v N CV CV ® 01.,7- nAonn_c nnn! I::-V 1 ST FLOOR PLAN - U N IT-C 1624 SCALE: Y4"=V-0" 9 " 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: Y4"=T-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 QE +26.6 / -29.1 0 +26.6 / -33.5 O SEE SIN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 Table 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. Ed. 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 I 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 STORYMASONRY BOND BEAM HGT. AT 1i •. . It • - • • ' ///////////m • - MASONRY PARTY WALL TYP. 2x FRAME WALL 11-7.7-77,77,77,711 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 2ND FLOOR 664 S.F. 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) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 00 d W J - v D _ oW ;ayy.t VV k To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _ W a E g Lo as 00 .. diCnoN H 0 . M LL �r�v 2s Q C J 1, w `� 3 a 13c� U. Z -3 8 3 i W I �N� � o 2 m Z ILrn 11 � rh Z �� 0 ¢ J N Z OU 0 W ❑ ❑ CO � T_ N z � fOD z a. E3 N �13 aJ L 4-1 U cn O w s C_ m � • U 93 Q Yp N O� o �w Qc 0 o _® E 6 2� XU a~ UU0 QO ° Z O No apd n �� m Cx U) a) LL Z J r� J a w < w ° 41 a, a S� aZ �w W v� G a N IJ (o c a 1T .y > a; Of m ,ram N � CA:> � o r E CV 6 a m 0 O 00 _T_ C T cNv ILn CD 1 Q 00 to 00 n t\ ai E 'E Q z Z E 10 c a E 0 _J ?3 Q c JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 5 1 II I I '11 1st FLOOR BUILDING PLAN SCALE: Y1a"=T-0" N 7: p N •_O C) . W c• r L 1, L % �- '•- Uj To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E V y�$� �� M 0 Q co Cj v + 2 cc LL ILL W a cc c: a O N p O Z LL M Z Q a0 N OU o Z El El z z � n (D Q CL N N^' 0�7 ''znn pCC (1/ V O V � m U �— E r� o z r> N �e cO E wQ� ❑a CL O CN 2U ¢4 .0 Oz ID<� Vz ffi w '�C L � m rp COC C z oY ho O Ou z VC" N 7 w �� ) �- O U W W U J c .o � ai rn � m � CO T T y T c.6 T C O N_06 ((y]} T O 00 T C V- F— +-+ CD N Cfl T_ L I C6 T.- O 0 Z N Z E O Ii a O -j U N a o c °-1' JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 6 _. L -- I —L-- - i IL---- - ... ILL -- 1 Ir 144'-$"it 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-4" 10 104, 3'-4" 12'-0" it 3'-0" 3' 0" 12'-0" 3'-0" 10 0 3-0" it 12'-0" 3'-0" 3' 0" 12'-0" 4- 3'-0" 3'-0" it 12'-0" it 3'-0" 3'-0" 9 12'-0" it 3'-4" OF lop OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM UNIT -A- UNIT -B- UNIT -C- UNIT -C- UNIT -C- UNIT -C- UNIT -B- UNIT -A- (1532) (1516) (1624) (1624) (1624) (1624) (1516) (1532) - — — — — — — — — — — — — — — — — — — — — E) O. BATH — — — — — — — — — — — °O. BATH — — — — — — — — — — — — — — — BATH — — — — — — — ° O. BATH O. BAT 0 — — — — — — — (D 0. BATH O . BATHO. G KWIC WIG ,I ^ I wlq� LIYi J-1 0 /WIC V. I WIC\ I.. V.i /WIC I V-_I .-JI I W' ICI WIGj,-/I ° - A -------- L------- -------A L------- -i-\ ---;I -L--L ---- A L------- C? Ll ct 0? 4 I I I LOFT LOFT _ I I I I I I I i I I I I I I I 1 I I I I I I I I I I I LOFT I I LOFT I I I I I I I FM40 � �M7) U I LOFT ATH 2 BATH LOFT LOFT ATH 2 BATH LOFT NJ - ° BATH ATH 2 ° Lis° °ri Lq° ° ° BATH ATH 2 ° WIC I I I ------- --w1�-- -- �If,-- I I WIN WIC I I �------- BEDROOM 2 I BEDROOM 2------- I BEDROOM 2 I BEDROOM 2--------� IN IN ■ BEDROOM 3 BEDROOM 2 BEDROOM 3 BEDROOM 2 BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 ■ ® ® ■ ■ ■ ■ ■ ■ ® ® ■ by rn *®' ® i � ® ■ ■ �� ® ■ � ® ®■ ■ '' 7'-0" J 11'4" 11'-4" 6'-8" 11'4" 6'-$" 6'-8" 11'4" 11'-4" 6'-8" 1. 6'-8" 11'-4" 6'-8" 1 V-4" 11'-4" 7-0" 18'4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 40 18'-0" 18'-4" 144'-8" 2nd FLOOR BUILDING PLAN SCALE: Y,s"=1'-0" �o !- N N - c U, Li - U, 4'• LU IV ••�J`' �� n'U CVC� LLJi , j�Ffr1�162 t���411��+�°• To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seat. N a I 0 N � �• � Q C J LL ui LL 555 a r �°o W�QjO' 'fp N GO O O IL =(NNzdJ m K N OU 0 C) Z _ W �? ❑❑ N ISM� Q � n ^ v I - M V V) W O W s In r. 2 C co t` O W M M i o U- EOF 0 C%3 Z® 0 0 UO U Z O cli O¢ o 0 wo ¢ ww U# � < 0 0 R W C) 3G bLL n' S.Q VS C o �— ai rn m d �- E O O c- CM (U 06 a- m O 50 .— C r N CN Ln F— N O +-� CD CO O Q � LA-)00 n r E N 0 ? 0 Z c O E H c a U ui Q p D JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 7 I i i I 1 11 1 1 1 1 _I II 1 T.O. f O z 60 U F.FL. T.O.n O� F.FL. 0 I z O T T ----------- WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 4.01 9" 0 B KEYSTONE DETAIL SCALE: 1 /2"=V-0" 1. 12 -74.0 -A..— _ _.J...I i IA.. I, A _ - 11 IL \ 20" LOUVER - r (\- T.O.P.: W/4"TRIM -Z f, \ „ �_ 1 J- - - - 20" 20" LOUVER - - JJJ ------------- J. �. ---------------------------------W/4_TRIM------- - LOUVER -�T z - --- - � ->_ � � - `� - - - - "-�R+N� T.O.P.14 r1 It, --- - - ---� -� �- -- _�_. ..---�-� una- 070-0 110 OMNI c Q aobo L - MOD 25 SH MOD 25 SH - MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o 14 2 MOD 25 SH MOD 25 SH -----16"BAND - N� --------6'BAN N-- - - - - - - - - - - - - - ----------- -16"BAND - - ----- ------ ---- - - - - - - - - - - - - - - - - 16"BAND - - 16"BAND F.FL -Tr' ------------------ ----------- -- -- --- ---- - --- - - - - --- --- -- J J::. CLG. HGT B TEXTURED FINISH 0 TEXTURED FINISH a - `v - ---- --- - --- Ll I Ll I �_ 0ILD 0 ���c�n 0 CIF' �- �� 1�[� ��Ec -� � � � �1O -- — —�--— ---------- -----—— — r— I — - — — ..�_._ -- -- —— -- — ---- -- -- — — — - - - - I -r -- -_- -- - -- - -- -- -- -- -� — _ - - - - - --O F.FL - xA x'ARE 3 R x' R x'Ax GARAGE D 8 DOOR -- 3068 D 'x7' A A 7 A A UNIT UNIT B UNIT C UNIT UNIT UNIT L UNIT B UNIT FRONT ELEVATION_ SCALE: 3/16" = 1'-0" loss NNE LDI�O 9Gi39 �. �. 1 ONE mom VINYL OR- 41 FOAM SHUTTERS (TYP. ) I Ron ol son son MEN MEN on I loln Si7lJ No I 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT UNIT I UNIT I UNIT I UNIT I UNIT I UNIT UNIT REAR ELEVATION SCALE: 3/16" = 1'-0" 7 A� r. C:) cVvr-O N co LL1 - S ch _.. Q. L. ' A t n� •• \J O q �J } 110 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code _ Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r.. � a E N O ik ry a C JLL LL 'n LL pW Lu � g NNO °m oo ZZw N MZ d J LLW �l r zN 0 0 9 V W ❑❑ CD r� z Q 2 r, �T lL U � -- O w U 2 L � I d S Q r` 5, w M g 5, z z a 0 Q E a WLL i 'aR ?® oa Ir coa 0 a oa o z az W U) ao m0 g Jz 0 a� a Oco w a C O T— N Oa N C� Cp T �L T c6 GV co s °°� T � `m � 0oCN '— C r N U-) ~ O N C� Q 00 00 t\ r- N E ca c = z z 0 c a: U -1 Q p J JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 8 T.O.M. - -� HDR. - - o _ 00 O is 2ndF.FL ---- CLG. HGT. T.O.M. _-- AT GAR. 8" FRIEZE — BAND `t ip ao `v 0 F.FL. 1 —2 14.0 SHINGLES a._ �. _.k .I- _,_ _ .� - -a - _ r. T T - -� I - _ T�l ITS _ x I I I- 7_i I I I -TT F I .l TT I ------------------------------ ------------------- B ------------------------------ TEXTURED 13 SH FINISH 13 SH -------------------------------- ------ i6"BAND- ---- --- ---------------- ---- --- ----------------------------------------------------------------- --- ---- - 35 SH --------- ------------ TEXTURED FINISH o 00 12 4.0F_ 25 SH 25 SH T - T f n�TT - J �� I I :1 r in - - - - - - - I - - - - [ - I br I - - - - - - - I - - T.O.M. - - - - HDR. i C ' 00 CD ----_ 2ndF.FL. - - - - _ CLG. HGT. T.O.M. AT GAR. `— 8" FRIEZE BAND 00 o - _ F.FL. LEFT ELEVATION SCALE: 3/16" = V-0" FIBERGLASS SHINGLES ---------- - - - - ---------------------------------- ------------------------------------- 0 0 TEXTURED ----- 16"BAND 13 SH FINISH 13 SH ------------ --------- --- TEXTURED 4 FINISH 00 25 SH 25 SH 35 SH RIGHT ELEVATION SCALE: 3/16" = V-0" T.O.M 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. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 o O 00 I ® 03 J � T a > > U J' ' -14 OF� lfv 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 - Residentlal 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W v 0 a m _ ♦0M � 00 to N M •N� Y/ VJ 64 J M a # u_ a C I LL W ,^ MLL LL n 0 Z O O 0 W o�rm W °i °' m LL Z "' M z° ¢ J N 0 OU Z W ❑ ❑ z � Q � a N U) M � v yl 0^ w s t! ! C N U > � I Q N M ti o CD w Z LL E �1 FA ?N o @ Vz o a oa QO Z o EQ (D i g ao a x c � CZ U m� � z0 Z N $� �aZ d0 MZ W � ¢ aLL F `a� o o < W ' Mill 0 c o r v, > d. ui rn N ccc cC> T i r O CV M_ C Ob r m O octi .-- � r CN N L17 T 00 ■0 4♦J 06 (D E L' C O Z M Z � N E 0 t° E o 'D io 0 -1 Q p c a)n. _J JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 9 1 Design No. U905 April 09, 2018 Bearing wall Rating - 2 H R. NonbeerUg Wall Rating - 2 MR This dealgn was evaluated using a load design method other than the Lktk States Design Method (aa., Working Stray Design Method). Forlurladictlans ampleylog the Llatk States Deea In Method, such as Canad a, a load restriction factarshall be used - Bea Ouida HOLUy er �(yZ * Indlratee such produces ah NI hearths UL or CUL Certification Mark for Ica rlsdlct kris employing the UL or CUL C1 rtB11Cat/on (such anCAtlads), respectively. I ; j ' f ''i 1• ,C _^...Jc:Q''i �7 7.]18' MIN. I • �'I a L 3 e !P o 3 o�Jp j �J•o, �a 1 .e a ,4 i 4 Y i Y horizontal Section LJ 1. Concrete Bkdm* — Various des igns. classification D-2 (2 hr), Ses Cotlerata glades category for lift of eligible manufacturars, 2 Mortar — Blacks laid in full bed of mortar, horn. 3/8 In. thick, of not less than 2-1/4 and hot more than 3-1/2 parts of clean sharp sand to L part Portland cement (proportioned by volume) and not more than 50 percent hydrated lme, (by cement volume). Vertical joints staggered. 3Portland Cement Stucco or gypsum Pilaster — Add 1/2 hr to classKication If used. Where combustible mambens are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classglcatlon of 1-1/2 hi. Attached to concrete blocks (item 1), 4. Loose Masonry Fill — If all core spaces am filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), niter repellant vermiculite masonry fill insulation, or sitcom treated perlite loose fill insulation add 2 hr to classlficatlon. S. Foe mod Ptaatic* — (Optlonal-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP — "EnerayShleld Pro Wall Insulation-, "Energy5hield Pro 2 Wall Insulation-, EnergyShield CGF Pro and EnergyShlekl Ply Pro CARLISLE COATINGS S WATERPROOFING INC — Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C — "Enverge ' CI Foil Exterior Wall Insulation" and "Enverge ' CI Glass Exterior Wall Insulation' HUNTER PANELS — Types Xcl-Class A, Xci 286 RNA% OPERATING L L C — 'rSX-8500', "TSX-8510", 'Thermatheatfi-XP', '6C0MAXc1", 'Thermasheath-3', "Durasheath-3" THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Ught Duty Insulation, Thermax Heavy Duty Insulation. Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Extenor Insulation, Thermax XARMOR ct Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Pam], Thermax Heavy Duty Plus (HDP) and TUFF -RI" ci Insulation 5A. Building Units —As an alternate to Items 5, min. 1-in thick poiyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 In. RMAX OPERATING L L C—'Mermasheath-SV, 'EC0BA5Ec1", 'Thermaaase-CI" * ladkates arch prodects shall bear the UL or CULCartiflcatlos Mark for Jurisdictions employing the UL or cUL certification (arch as Canada), respectively. Last Updated on 2018.04.09 GA FILE NO. ASW 0810 PROPRIETARY* I 2 HOUR 1 65 to 88 STC L FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS _ •_ Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and 1 ceilingrunners with steel H stud between adjacent Ira of pa i pa gypsum hole. h ; (NLB) A 3!4" minimum air space must be maintained between steel components and - adjacent framing (as Indicated by dashed lines In sketch). As an alternate to an air space, the steel cornponents are covered with 6" wlde battens of 1/2" type X gypsum wallboard or full sheets of 1i1" type X gypsum wallboard - - - - - - screw attached to the steel components, Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-1/2' glass fiber In stud space on bath sides. Height BnTltalion e8 feet. ---- PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 31/2" (Fire) Georgia-Pacific Gypsum LLC.................... ....... 1' Densolesse Shaftllner 11.3/4' (Sound) Approx. Weight 9.5 pef Fire Test WHI495-1290, 11-15-94: ITS D utign GPIWA 120-04; WHI495-1295, 315-95; WHI 49t-a0743 8 0744, 1-28 8 30.86; ITS 31OW14COO-M Y 8-30-08; UL R2717, 04NK03115, 8-18-04, L IL Design U373 Sound Test: RAL TL10-291, A-31-10 NON -VENTED SOFFIT I^Kl VCAITCI.1 OnCCIT All I/Cl n 0=17 11VI1-y L11I L-V VVI I II Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition _ ._.. - EXTEND THE (2) LAYERS OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS - OF 2-HR. WALL INTO SOFFIT AREA PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-O" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB: All III 1 Hour Separation PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION SCALE: 3/4"=1'-O" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. AInAI WCAITCr1 OnCCIT SUrI•I I ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators Off -Ridge Amt. Req.) (Must Provide Upper Ventilators) (Ft.) Total Ventilation Provided by ATTIC Upper PP SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN, of (SeeElev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main Floor (Zone 1) Main Floor 901 865 124 (Zone 2) 886 851 122 Upper Floor 1012 972 139 (Zone 3) Upper Floor 1008 968 138 (Zone 4) **NOTE** GENERAL CONTRACTOR MUST ENSURE THP REQUIRED BY FLORIDA BUILDING CODE 7TH NON -VENTED SOFFIT 11%J1\ 9LI1IL-6fVVI I rl 432 425 486 31 216 213 243 0.0 2.0 — 276.0 276.0 276.0 276.0 276.0 0.0 0.0 30 I 35 35 2.0 _ 276.0 2.0 _ 0.0 0.0 0.0 - 276.0 484 242 0.0 .0 2.0- 276.0 -- 0.0 T PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS EDITION (2020) RESIDENTIAL. NON -VENTED SOFFIT ROOF PBLOCKING @ EAVE NON -VENTED SOFFIT N CV LLJ r-S .. - vi L 1 • ui r � j i,,k -` vV l J ,. CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F a O M O 0 N N m j . a M � zSzs M Lis C J 5 LL W J LL UL 5 a Lu a Z m c ray m p g ' W Z W N r0 O O LLWk°n�pjOi z m M 00 coZdJ ZN OU U W ❑ ❑ z , z z FZ- a u, V) M z,^ � V 1�1 O/� trI I W 9 C U) ti CO M u� J Z LL OI a �® E k0 W °d2 N d ~ pp <o �2 m� !Q OLL 'a zCo� N 0J �I i� m W Ern z� W C> J o �Q Io,_ �o <i �4 U C o T d' ai rn N M Gt� a � r c.0 (` r E CD O GV CV-3O0O 1 OOCN .-- r N I ) f-- C) N O �-+ C)CN I O Cn O Q 00 00 n r E C:Q Z cc Z 7 E O N a U q o JOB NO : 22-08433-08426 SCALE : AS NOTED SHEET NO. es 10 \-JU.N.O. LEDGER U.N.O \-1 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 - 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 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112"' F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 _ 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" 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 w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F 'N (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUG_ T2 3100-M 4520-F 3100-M 3800-F w/ () 16D SINKER (10) 114" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRIG 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) "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1_2_85 24-10d x 1 112" SP1 555 535 10- 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d 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 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 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER FX CONT LEDGER u SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED CLADD NG W ND PR SSURES AND OSUCTIONS FOR MEAN ROOFOF DESIGN ALLOWABLE HEIGHTST 5 ftND 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 AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 (24/6) or 1Y32' EXP. 1 (3�6) TILE: 1Y32" EXP. 1 (�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ts/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] O .�I OO ._ CO 4=2 - WI 1 ( i J _. r ) w L w l 0 J r v ul ,k. t i• Qj To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a g $8 Q CM �_ w Q N h r J fN7 C ri LL zjT, J LL LL S LL O_ _ w Z —ern a c W 7 N N °> IL WTO 2 m w c� 0 d Z N OU „ W ❑ ❑ CD N T n Q Q n- Wv) � n M � LL —1 f<3 LJJ g C O LL' 1 N C) Q r. Qr N so o CD Cl) Z o ?O ; V U U Z p ro O N ro �i w o a1 ¢ w = c � w Y OU �O 0 Z z Cn Uf j d ? of 30 a W v 3 � �r C:) as �o CIDu ZI¢ U $ o T ~ �t r— E O O CV M Ob v m O 0o T C r N LO C N M Q co QQ T � o m z Q E o vi Cn Z c m a_U E _j v «� Q O c c JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 11 SYMETRICAL UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY -- - — - - — - -- --- �. --- — -- ---- -- - - -- t --- - — — ---- -- -t-.. — .. - - -. _. - - ---- I I I I ROOF FRAMING PLAN 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 CMU & (8) 10dxl 1/2 NAILS F:SIMPSCIN LGT3SDS2.5 W/ (12) SIDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6xl'-0" S2 #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. Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" 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. 126 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) 114" 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" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" _ EMBED w/ USP CIA-7000C EPDXY EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 3100-_M 4520-F 3100-M 3800-F w/ (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 10d _ SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 1 570 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 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 I-). 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 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x CONTLEDG� ER a 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 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 a=oft (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D t'J SHINGLE: Y16" EXP. 1 (24/16) or 1V32' EXP. 1 (3�6) r TILE: 1%32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/a" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y/32", SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. C co W Cn iZ �- L U. �J LU ,",�1;1111111Il1t1/lllll Cj Cj z FL0 P� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a 'q E IN N a; w �_ 0 10 10 a N O 76 u CV _j LL W LL. ILLSSS a ° Cn Z (a°' a 3 �4� 0W (1) o, m IL Z 00 U-)N Z ¢ J ZNCl) O U U W ❑ ❑ QD iz lq�y Z G Q < N M V) (D Q) +-+ 0 U.) g O �N w g W J LLJ .— E ' �s _ y C) L A v Q Y O chi M z � w z a J U_ zS ws >N 0i Eccs U� <o i® wtt Z H DUI — g X. a oz �z wz 4 rn o �cr C v aw sm s sz 4 .0 co w •y T > �r C m Cx> Iv- T P 11 E O C-4 M_ r OOO m O 00 r C r N LO F— =3 C M a-+ Q N CD Q 0 LO 0o n a; E E o z Z 7 E Q N m N a E U 0 Q p c C 0 JOB NO: 22-08433-08426 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 21T 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I� WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION 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) f USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER to ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I J I HANSON I BOX I I 3" VTR AIL I I I I I I OPT. LAV LAV I I ---- _ I I Li W/C LAV SHOWER 11 TUB/ W/C SHOWER STUDOR Fes. I , DBL SINK VENT TI W/ DISP. LAV I W/C 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 LAD WATTS OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 1000 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 f AMPS: 133 PROVIDE 150 AMP SERVICE )ptional Overhead Service lame As Underground 50 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 200 AMP ERMAN NEMA 3R Cable #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 IOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF 'HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. ------------------------- OUTDOOR LIVING INSTALL LIGHT <\���� ROUGH -IN / 4T FOR OPT. FAN/LIGHTr GFI 1 1rK ILI O -----I--- L� 1 DINING KITCHEN 1 -- �/ FI l0 - - - GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /�>ROUGH-IN\ FOR OPT. FAN/LIGHT 1 r� � I I I 1 / FOYER `�. �i I I I I DB EN tRY I O- LIG��{{T AS Q9 GFI® PER SPECS DB&GFI TO BE ALIGNED VERTICALLY I I GEL-J C.M i UPSTAIRS t DISCONNECT 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. OWNER'S BEDROOM <,\ /�>ROUGH-IN f FOR OPT. FAN/LIGHT / I S.D ----------- -t O. BATH I I `\ W/P �"l I � I I I \ L V_ —WIC DA M, I }I LOFT / I R GFI Lt—' `� BATH 2 @ 44" W.H. \ A.F.F. ` \ O / 1 GFI / I WIC -- GARAGE ' I ���� /,>ROUGH -IN ` f FOR OPT. \ GARAGE ` ����FAN/LIGHT LIGHT AS \BEDROOM PER SPECS 2 GARAGE \ DOOR GFI r------------------- I I I I I J I Ip Z I IQ I J IV ¢ I I0 U i I� IEE W I 5 w COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: A"=1 `-0" 2ND ELECTRICAL - UNIT -A 1532 SCALE: Ya"=V-0" N 15 O 00 ) .I aCL— _ 1 LLJCP r= \ate •� `yt� W W 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 Flonda 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. _-- Q Z&E V 0 N co D) 0 U) M Q (n r` 0 VlA J M R LL J J LL W Z �LL. a —v a moo W C m 04 0 m 05 cppLL W Z 0 M Z d J Z N O U u W OO (D v Z <J Vn) — N W (D 3 0 w U s �U $'o c N a z _o ti o M w r JLL- cd i g 3 s" a E M z zo U Z ^� oc1j E ru U o a a.zz u �t� m� Cn aQ) o Z v,�<W J77 2 W " U n� W a �w x rS Z q zt= U o T m M 0 CO r _ Cfl T I— � tt-n �— O O CV ISM I v Q- m O CD 60 Ln �"— =3 O CD N O a.". p -- cfl Q 00 01 r- O Z E 0 N m a E U —j Q 0 c c JOB NO: 22-08433-08426 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 jR 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) Fa PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER OPPI ELECTRIC PANEL DISCONNECT SWITCH J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (3�31 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r' HAN I I BOX I I LAV 1r--- .J I 3' ti TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV I LAV N I I I ti W/C SHOWER W/C STUDOR L I DBL SINK VENTt T' W/ DISP. 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 WATT 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATT5 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 Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 200 AMP ER MAN NEMA 3R Cable #4 Solid COPPER Ground C.O. 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. DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN <��fi�� \ FOR OPT. GFI i AN/LIGHT .n. GFI I DINING I I I L l I UPSTAIRS Ir "VVf� IJ' KITCHEN 1 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK / / GREAT ROOM ROUGH-IN<IN �� /^ > FOR OPT. ' FAN/LIGHT<�fi�� 1 1 I I \ / W.H. O A. I 1 GARAGE1 I GARAGE LIGHT AS / PER SPECS GARAGE DOOR GFI --------------- I I I I� I I Z Iw 0IZ I Q la I U IQ I O IU I I u-I� �IW j > IN COACH LIGHTS OR PREWIRE AS PER SPECS DB -0WP � ENTR @GFI g LIGHT A PER SPEC DB&GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL -UNIT-B 1516 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-B 1516 SCALE: Y"=V-0" N J 0o .. r7 I `CZ ' - Lail (� r - S � 1 4-' W N CV 0 CV 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E g C 04 � `° r N inr'0�� N a�� My "" L w 13Z IL a ��°' x m c ,� � r=o 3 Wro� o0e Z In M z a ZN o U U W ❑ ❑ 7 N ah o z Q V) CD C6 w V O w s N Cs N wo C-) LL J C.) o 10c 4Is N 0 o w CAM M z as a EWF o (0 CL F �a UO 0Q az Z-_ O t qo o wJ m� Zz (/J J �z Fw o f O U � �w W CP V °zla a o 3 T >� aM rn N c� Cfl �-- E O CV LC-)o co 3i r O r^_ m OCN '— I� N IL+n C N O _=3 O a-) Q 00 T �.LO OO I� T o Z m E O E c ca Q. � m Q p JOB NO: 22-08433-08426 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 FfF 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 R4 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) �P 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 opli ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r I I I HANSON I I BOX I I LA nu C 3" VTR AIL I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV 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 A WATTS OTHER LOAD WATTS 0 OTHER LOAD WATTS SUBTOTAL: 23060 TOTAL: 33935 st 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 P I . NEMA 1 200 AMP T-- ....1 1 �0-200 All (P I I T /---Serial Cable 3R Power Co. Feed —` 1] 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 ------------------------- OUTDOOR LIVING INSTALL LIGHTROUGH-IN FOR OPT. <��FAN/LIGHi GFI M�a 1:� DININGKITCHENFI 'l_ GFISWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM</�>ROUGH-IN\ FOROPT. FAN/LIGHT VTRY I, GHT AS b ER SPECS 1 It FI L0 X QO O� L =J 0 Z) I I I I I I rGF-L C.M 1 UPSTAIRS � F4"\\W.H. .F. 0 IGARAGE GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r----------------- Ip ZI0I,I>- Iu-I� JI> LU COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-C 1624 SCALE: Y4"=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 1624SCALE: Y"=V-0" N — O C1 00 �> _ C7 °) o �d Ljj J � L i1 u, L.) _.. C' v LU CV fV 0 CV ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal W E o $ 0N LQa Y � o rn -�f N 7' C J Z % LL LL V 13,Q J w a ul _ e W Cg og 0 W Z LL rn °' 04 MZ N O U U W 0 rn El N f7 o � � Q E3 U) to M Z U s ty a--+ V � � O w s U W J � E g t 09 -6 S I� o w Z Cl) LL_ LQ Z EG� vo O � O oc �z �° na O w� N � ~ Q? an a Y m� Z VJ � J �x c"i b zz ? rWn LLa Z W o� C O 5 o V' OZG OU$ .o r ai rn C1.4 C7 CC> T T E O Lid v NM�1 A '�O_ 0- m 60 .-- C r— CN L17 ~ O CD c C N d Cfl CD Q 00 � In OQ f� r E 'E o Z M Z :3N E O N o C JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 15 METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) P S METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) I L -L ELECTRICAL SERVICE PLAN SCALE: 3/16"=1'-0" 2+ 0' C3 LU cr) '4001 q, 7> Lo O ti O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural englneenng portions of the drawing pages bearing Engineer's signature and seal. W 8 E 8, c CN 0 C: 0 MM C" "t LL Lu U- L- I a. -s- — w CL z crag i Ec" 0 t W d, W M Lu Z co -j U) C14 Z < n LL C14 . . < 0 0 z W CD 2 (nv) Cz 0 (DIM Q) 0 E C) C21- 8 < ou 14 C�' 0 U- 0 '0 E CKU O E C' ru Cj) 0 .-0 .0 rz C' o C:) < 0. .0 ui rn CIQ C.6 v- LC'> E CD CD C'V Co 06 CD C> 00 CN E N CN U") C:) :3 N C) I 00 L0 016 . W E C) 0 z M z C :3 E 0 E ro 0 0 JOB NO: 22-08433-08426 SCALE : AS NOTED_ SHEET NO. 16 p. 0 0 0 0 0 8F8-1B/1T 8F8-0B/1T AO- ub, C O O O O O O O 8RF14-1 B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T © OO EO OF rj O 8RF6-0B/1 T :O, O C)O O O O 8F20-1B/1T 8F20-0B/1T 8F20-1B-2T O 0 8F24-1B/11T 8FF24-OB/1T O q :01 0 �G�r C�G3CG rt� TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED a ° R = RECESSED QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY " a QW <� F 16— B/ 1 T 6 00 t LNOMINA L QUANTITY OF ° WIDTH #5 REBAR AT < O TOP NOMINAL— " HEIGHT ffc 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. Rebar 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. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D MIN. (1) REQ'D -1/2" a—C.M.U. w W H 00 () u> 7sd x \ NPm ,r (-0—GROUT F ird 3 H ova? -#5 REBAR AT 0 U) N Lu BOTTOM OF �¢ U H o LINTEL CAVITY U, BOTTOM REINFORCING < p u— PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR 5 REBAR AT BOTTOM MIN. (1) REQ'D —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 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2• Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and AC( 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load .0 Safe vertica load Safe horizontal load — SYMETRICAL I rD rD n n n rD (D) nD 2ND FLOOR LINTEL PLAN_ 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 n O E I I O O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMETRICAL n l"1J ` I � . E v J To the best of the Engineers knowledge, information and bell ef, 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. IYl Q E cg V (0 C n 0co « _ a0 r-0 O Q N M LL aj M V LL C J LL W J LL LL W o Z s0- m c IT �. - cc 0 5 Cp C 0 �a)°' OR W Z LLL0 m LJ N Z Q J Z N O U c� W ❑ ❑ z � S z ti rL W 0 aX LL (7 W U O LJU O N rV N � (10 w m w J E T t $ U 0 •C & [op G j n a w z J �O e �JL C ` Z O �z f Z ry ¢s c J F- O z e 06 UC) � O ZcliO 4 < 4Z � � C/� z �Z Z C' ✓si �' > W i� ji, N z 0 2 = 5U N o �_ a ro J o t✓ tt= ZI< g � U 0 o r ci rn N C� ~ i r E O C> CV MCoU 06 i� CL m 0 Ord r� CCN U-) C) N M 0 CN CO l0 00 (� r E Q Z m C E O ur L c a U -J q 0 -J JOB NO: 22-08433-08426 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 F D EMBER 1 T 2 H MATED PP 0 EC 3 S , 003, C RO 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MIMI 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3• SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED RAIL VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL C 0 U D 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5• DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 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. 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 WI 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 RATSTRUCTURAL ED SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7l8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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/sprinkl@r systems includingg all risers and spray heads shall not be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, 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 sal after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rpinf II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - CoQncrete overpour and mortar along the foundation perimeter must be removed before extenor soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any 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 licensed control company before be issued. a pest a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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. 73 N � O QO i O , Ur - rJ� -- d. . ! } Q i IX tr LL v- W 04 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 - Residentlel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a �s co Y/ Q � ^ 0 J C," LL �LJI. V, LL W w a Z ?6 C: a 4 ti�m 0 W i�QjO' w Z IL m 0 `' z Z CN N OU W ❑ ❑ - (D V 0 27 7 a co �4 LL OlAJ L �- ti o M w Z � a a E 0 E V z® o� N a0 O U� U UCL Z r ¢� 0 CN t 1 0 ru Nd o� z Za in c•' aZ w a� g W W C)�0 N = o O Z wa �o a� Vim' T ai rn N tu CO T c6 � � O CV 00 m O 60 r C r CV LO F-- CD I C� Q 00LO EE C C) o Z Z E O rri a E v _j a o c JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap � r r j r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. 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 J HOME H C G GARAGE SIDE 0 0 O 5'-0" a - STUB -OUT FORLO 0 C)° GAS METER O CV = • 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. T-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 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 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 SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack r *Non -stacking walls over squash=20 blocks and y " require additional wall or beam below.* at bearing. ?1 - Provide adequate bearing for each lapped joist. (quash block) 10dnails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL—N STD, 900 HOOK W CONT. #5 HOOK BAR BOND BEAM SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE - - 5/81 #5 CONT. THRU J FROM BOLT FOUNDATION TO HIGHEST _ 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D-PLYWOOD ; FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW ,i r� FOR BLOCKINGITJI "—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. _ Web Stiffener Fastener Schedule Joist Bearing Location �I, Series Depth_ End Intermediate — 9-1/2, 2-8d 2-8d BCI5000s® 11-7/8' 2-8d _ 3-8( 14 2-8d 5-8d Clinch nails r 9-1/2" 2-8d 2-8d O when ✓� BCI 6000s" 11-7/8" 2-863-8d--- possible BCI 6500s®1 2 $d 5-8d - — 14" 6-8d --� - - 11-7/8" 2-8d 3-$d BCI 60s®! 14" 2-8d 5-8d Tight fit - �� _ ��� 16" 2-8d 6-8d _ 3 114/8 3-16d -16d 2x4/Plywood/OSB web stiffener J 2" min. gC190s® required when indicated or 4" max. 16" _L6-16� 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 1Y2' ROUND HOLE MAY -� A 6" 6" A CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2' ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S - - 1/4"-2" gap L- � f i L �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 ✓ D /� , ' depth n,4=_ I —JOISTS BUCKETS N.T.S. LC SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-� SEE PLAN FOR •• a . • ; . FOUNDATION INFO ' d' STEM FOUNDATION GRADE ° i— REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/METAI2TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A ° ° °° (WHEN SIMPSON H10A ''�_-- -=� REQUIRED) w/ (18)10d x 1 1/2" - NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' 0" v CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION ° G a ° ° , a�I- , 12" BELOW GRADE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ° c d c Z •° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 -i 11—ll1= a ak4 ° r 11=11 I— 1 SEE FND. PLN. SIZE & REINF. r 7 r) o -t _ [L, W U _ ti LIJ RID li" J It 1 "" C IT .' '' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 E 8 g8 V (0 tQ Jn, C14 C) Q aj M Q ss22LL C J 5 �+ w L, LL ii a V' Z J uJ —vim a U� W 0 �MIrrn m Z 0 co Z d ZN OU U W ❑ ❑ c!) to n / �-J 8 1'` • U C o � Ln c „ w ro v < O � w z U_ m pp E a'aR z® 4 O H ry 5< ❑a o E N ra i f a EZ w d a a1 m 7r 011 z Z V S E � Nw �, lllllllllll� o CID a 0 T a) > d' ui rn N cM GO T ~ It1'7 ,-- O O � Co ono �- M O 00 r C � � N LO F_ :3 C) N M C_ +-a C)co =3 ii C�7 00 LO 00 r n r Z Z E O In lu c IL y Q JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 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 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER , 10 e SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM _ D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I — — o ° — 12 ACCORDANCE w/ TABLE (NP•) VARIES R905.2.6.1, FLORIDA BUILDING �_ - — CODE 7TH EDITION (2020) RESIDENTIAL 8 ROOF SHEATHING - SEE INSULA riON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN ___// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a --NOTE: EXTEND W1.4XW1.4 WWF OR = FINISH 4" to 6" "FIBERMESH"DECO BELOW GRADE — 00 M P o0 6 MIL VAPOR z - BARRIER D • • 04 COMP. SOIL. ° (COMPACTED TO 95% — MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ 1'4' (2 STORY) DETAIL ) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS ;q z GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO, 5/8"x6" "J" BOLTS BOLT I I (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10) 1Od NAILS , 2x P.T. PLATE TYP .- ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN � FOR CLARITY z NOTE: 'FOR BEARING WALL r W/ UPLIFT ONLY _ FRAME WALL C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 31 /2" 00 6x6W1.4xW1.4 WWF OR FIBERMESH GRADE :FLM1I r mMr ) #5 REBAR w/ OPT. eREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT ci 13 TO.H.D. RECESS cM 1 4„ _ . •.4. ♦, III �.• •i�' — SEE A/S3 OR J/S6 `-I I I„ r T FOR REINF. INFO. L 3" MIN. CLEARANCE V " (1 STORY) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I I I I I I I I 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 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8-x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w! (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS i2�1 � z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �` 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ELEV. -0 -31 /2' � � A.F.F. O e [ 1 ° LL N _ o e ° _P3 1/2"(min.)-4" > \ ° iq 11/2°(min.)-4„ co 31/2"(min.) - 4" ° _ •r 31/2"(m n) - 4" (2) #5 CONT. —/ 4 U.N.O. TYPICAL BEARING WALL "SHEAR WALL" MIN. D SHEARWA SCALE: 3/4"=1'-0" gTr (2) #5 CONT. 4 g U.N.O. MIN.� TYPICAL BEARING WALL @ STEP CC ccN'c�RE�.y O sE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��oJ s \ U INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3l16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)1Od NAILS @ EA. STUD _ 2x P.T. PLATE SCALE:3/4"=V-0" Ill S3 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR a BOLTS 6" MAX FROM WEEP SCREED INSTALLED o END OF 2" x PLATE PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BARt GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE = a N P • _ p P N — p C M — — — FINISH GRADE25" GRADE 60 MIN. F = 60ksi MIN. LAP [30" MIN. LAP][y D W �TL— 6 MIL VAPOR BARRIE— R P ° — — °�' v w v I— p ' Z I I I I —I ° IR #5 REINFORCING BAR R 7/ „ 'i± M I! Irrr_M_ T r #5 LAP SPLICE o ° � COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM TI� T TT� D1557) Trrrl I1' i I1-1� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, 11 CONT. BEAD SEALANT ° INTERIOR 2x STUDS @ 24" O.C. U.N.O. a . -31 �2" • �' L GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB'--,- 6 x 6 W1.4 x W1.4 ;0._ " WWF OR FIBERMESHCn — N M 6 MIL VAPOR =_ _— — I- I 11 —='III—I I— I — I I BARRIER III I I I I— I }DTI i III_ - 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3l4"=1'-0" S3 36" MIN. LAP [36" MIN. LAP) 10„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20_____77 1 it 2x4 P.T. PLATE os.0. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z 0 cn w � � w � J w o w w W 0'-0" FIN. FLR.Ah (2) #5 CONT. ON 3" CHAIRS 8" 1'-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH C13 € —II _ o I I III—TI —TILE r- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR ) VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS ° CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN — — e . ° a Na " ° ° .. _ rrr I M c FOR STRUCTURAL BEAM SIZE & % 4 CONNECTION INFO Cl) _ . ° 4 -2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T 8" ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP &RECESS S.G.D. rM SCALE:3l4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND W/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL I I I EXTEND FILL CELLS TO FOUNDATION PAD E d. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING, Q ' SIZE VARIES PER PLAN M _ W/ MIN. (2) #5 VERTICALS 0 GRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) z = j • d LU w ',IZ -BRICK PAVERS or SLAB PER p o `" _ • • • • - z_ ¢ COMMUNITY SPECS L'" "' ¢ w _ — _ _ _ — _ _ FOOTING J - sRUN• i it _--_. 'i /%iG • • • • , ,FOOTING WIDTH SEE SCHEDULE . • • SCALE: N.T.S. S3 C 2 IT S C!_ LU - v> - C. I.;_1 > ;� • ;o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W gt E co 8 C1 0 °, N I0 co �ti�� a fN�i # LL u W Jew a W NC W j M CN 0 2 CN C' W Z N Z Q J Z N O U 3LL L) W ❑ ❑ Z N z � M CD �-1 Q U O w g N '• w � I O. v N W o ZM M J ,A_ m p z O Z G s� ae o Z o fo CV � i w� as Z CI) Z o ZY J `z am Z �O �o o C.0 a� C o r LA N C� co ~ � r E O O L(7 Co v Ob M O 00 r C r N U ) !-- C:) N O Q 00 L0 E N O o Z Z j E bl c g IL U a Q 0 c JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. S3 (MONO) _ i. 1 1 i•': 1.,�7,� f rl 1 L.ILI 1 _ 1 111 1 11 1 1 (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" fII7 5/81, 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE 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 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. SL� 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 y POINT EVERY O5N� R STUD W/ (3)10d LS 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/ 00)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT :::z 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 E BLOCKING (TYP.) `-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN C- DOOR OPENING --DOOR OPENING �❑ ❑ FU EXTERIOR WALL CLEAN -OUT rA­'� WALL ❑ ❑ ❑ SCALE: N.T.S. 14 ❑Fill ❑ 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"DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT n ^ 4 a I 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 _ LHIF NOTES: lO 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. O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4- 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 112"X9112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J �- Cr MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR — GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° SCALE: N.T.S. TRACK MOUNTING BRACKET \ 'GARAGE DOOR TRACK 9 ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34„ 6 3/4" 10" 3 1/2"- SFFa -Olv �qN 2x CRIPPLES @ ---' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE 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 FOP 9ARAGE IOOR Vl %_,en r FAMr\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 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 N — @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. Q� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S, SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD FTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL' W/ STD. 90* HOOK IN K.O. BLOCK MR— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 ' SPLICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED N, \ -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4116d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —i TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NOW WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T. R, t & NUT 'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TETj G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 --ti e.r (U = r O �I Gp _ > 'T I I J � Q > LU _L -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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural englneenng portions of the drawing pages bearing Engineer's signature and seal. rn W v tl0i 8' a 9 J 2 LL w LL . � Z � tl SSS p. 'acrn a M (, o C� O W °i °' a: w LLW'o = cN N OU 00 Z W ❑ ❑ Z N ch z � Ln C5 Q) �u LL (2 u o U 8 O w G N w v �C-1 00 Q 0 ti coco w � w a � o - �" r6 o 04 H _ p0 E a o pg n 3 Z N n C �� 11z 0 z � ll a w 5° } 6 a wI a o' coIn °Ia � 3 o T > 'Ct' ai rn E o Ld � (� Ob ■ o 60 C r- _ E 04 LC) 1— � C)N 4 Q 00 LO C O f� T ci m Q o z z E O N co M a E U v °3 Q JOB NO : 22-08433-08426 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL wit (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND t7 SCHEDULE FOR SHEATHING DETAIL NAILIN( cl^ul=nl u G �nQ cuGnruwn- INT 6" T 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACETO APPROX. 8" FROM @ 8'-0" O/C. EXTEND AT LEAST 90 /o OF RIDGE FASTENED AT 'L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)1Od & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. ' BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD GABLE TRUSS ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2" P PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2)1 Od TOE NAILS @ i FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i SC SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING "\ \ 112" CDX PLYWOOD OR 7/16° @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF SNNAILSAILS 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 0 x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10d 3" 4" 0/C SPACED 2x4 "T" ON TOP OF PANEL x @ 1/2 x 8 J BOLT @ 48 O.C. @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I SIMPSON META12 w/ (7)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, FASTEN WITH TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r "' "' SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES �° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. SCJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF 1 1 2 tl RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ 3 AT LEAST 90 /o OF WEB BOTT. CHORD FOR 4 TRUSS SPANS 10d & 2 () 10d TOE) NAILS LENGTH (SEE TABLE) ATTACHED W/2-16d @ EA. END GABLE TRUSS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED - �� OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL �� (D = 0.207 , L = 4 1/2) OR EQUAL E ES AND 12" O.C. FIELD O/C w/(2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION -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) 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ . EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF I i, B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 ,,) IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT .,.,.. , .,....,,, ..., .....� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. lJV1Y I L.J LlII \Il.0 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)1 Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4' 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 a BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 112" 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'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L ilk q No No No ON IL NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 00 1 O (0 v� .0"00"e," = v _> W : c : � v T s�•('�.q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E v, 0 N 9 0 to 'r2 r; 59 C LL cLL� a Z LAg a W m r,- W r° °' °'. m Z In N z d OU U o Z W ❑ ❑ 1 N (h z � zQ Q - 2 N N z B � o (1) 4- l G a U 0 Ln w g c �N Y �a1— U LP I a U, o w z a �� E y o��s Q, zd oa T 6 �° o� u° ° _ CD @lJ <o� n7 aR gY x o of Z ZCOcC J a i C, { b 8 z �o z WU 1 o '- o o �� >g a ^ oa � - za 0i C o-T— > ai rn m CND 9r-- Cfl �— E O CV lM obco T a- m o0 00 _ C r U-) F— O O N a� r C3i M1 QW Go r r- C O Z W z � E O rq y m N a E O U J V Q C —r JOB NO: 22-08433-08426 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 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 SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU . AREAS. FLOOR SYSTEM ERPLAN I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN -� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 FOR UNDERLAYMENTvi STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA ✓- 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 N FOR MORE INFO w m 7l8" 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 LAYER 1/8"THICK. w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY CV • • d 6x6W1.4xW1.4 — —-1-�JJ— a '. WWF OR FIBERMESH _ I I _ •. , ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL a u) AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE "s ' —'Tr— "'' "jT� `-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 SIMPSON LSTA24 STRAP wl (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 1/2" TO BAND JOIST AT EA. STUD � / 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: ` USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. '7 CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING WEEP SCREED z PLAN 19f INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST T-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1063" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR —Tt 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 TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1V-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 d - • d A" • '. .�.r — •, • - 11 F77 �[j�=CLEARANCE (3) #5 CONT. ON 3" 8" 1'-8"CHAIR W/ 3" MIN. INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15132"OSB EXPOSUREI SHEATHING �I x PROVIDE x II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II NOT FULL vwzi < HEIGHT SHEET C IIZ II o U) Z N II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T_ T _TII F EXPDXPOSUREI F SHEATHING W II II II M SOLID 2x rn III C III II II II I BLOCKING @ ALL o C SHEATHING 0 TEDGES (SEE III OPENING SECTION X-X III III x II II R W ON II Ilf x E _ 2x STUDS W III I III II II II BEYOND. N I SEE PLAN o III I I I II II I II II I� I CC II Ll - IVL _L -1 _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NA SPACIN I c 3/4" S-- 112" 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 T�7 SFFA �O�L �N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THAN Y". r— z ? r� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Sd COMMON NAIL Z © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. C. of O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w - o in O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER u- ¢ W,v~im02 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. v7 OF U.- � @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O'— MEMBER IF GABLE END NOTE C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 2x STUDS TYP. P.T. BOT. PLATE A/ ?/0, / �BEOMR TRUSS ! SEE PLAN FOR REQUIRED--�' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH c -III ; III,,,II n �. M S6 Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) 1 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE (= o0 r (3) # 5 REBAR ON 3" CHAIR JI 4" ! V-8" W/3" MIN. CLEARANCE 1 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" G ADDITIONAL INFORMATION. S6 77 N N �.. f-:. . , - - J ' C / L u t r j.j t ot 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. g m �8. m $ �. 0) Ni U) rA LL Q) M J W ��u_ a Lu . a Z - m v ca 5 W W :3 in °i °' m Z u4 c+) Z d J Z N OU C W ❑ ❑ z z q � U 6 z0. W ll ` 4-1 U. �Ul c 8 �N 7 U 111 J `� .. U c q v°D o � 0 r U_ a E Wo R `® c Co 1g 90 a�� z N L m = N� g0 z � v � aW Z 2 � °$ o �o w W w c7 r 'o O zla R r 0 3 c 3 T ai rn N 0 co T T ..L -~ ti 7 T E O O Lc7 00 m O O 00 C r N CN LC� F— O CD rn c d co CF) Q00 Ln 00 n T o Z Z O E N _ o- U Q 0 JOB NO : 22-08433-08426 SCALE : AS NOTED SHEET NO. S6 (MONO) DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL r DOOR JAMB REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. _f— APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 I" 1 X 4 l.- FURRING 3-1/4" LONG X 3/16"0 ❑ L FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16° TAPCON 16" O.C. & 4" 2Xg BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1 _ 1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2° O ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 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 O.. nCTA II 0 1 1AI1 n=A II STAGGERED @ 12" O.C. 1_1 /d" f)FTAII BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX fi SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR ---'PP 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN". VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S.. SS SECTION 2'-0"q 78- A -A 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �--- 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 ±5" NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 112" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'YV WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT • PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MI LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH -J IF TRUSSES USED) W/ (2) #6 X 4Y;t' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS #5 CONT. TOP & MID 11 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" D m GRADE • CV D Cl) ` z N •D • O D (2) #5 REBAR. (1-STORY) 16" MIN, (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦♦ DO NOT DO THIS ♦♦♦♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ATTACHED WALL SHEATHING TO ♦♦ #5 REBAR (TYP) ♦♦ ♦♦ 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" ,R ♦♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ♦ ♦♦ �� 4STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d ♦♦ ..i�♦1 " @TOP 8 BTTM CHORD, AND (8) YP.) ♦♦ ♦♦ FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND ♦'♦ ♦♦♦ JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. +2e NOTCHI tv. @ FIRST COURSE ♦♦♦♦ w/ (4) 1/41 1/2" SIDS SCREWS ♦ ♦ ♦♦♦♦♦ INTO BAND JOIST & (4) 1/4"x2 3/4" fHE TITEN INTO K.O. BLOCK S ♦♦♦♦♦ FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG W�ALLTYPE -r--- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED L F CHANNE, I SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW I Y I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE - - STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF ?X OV TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ERyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + CFNGTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS 'RUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP 16, . EACH TRUSS CONNECTOR •� • SEE LINTEL SCHED. 11 PRECAST LINTEL I , If JUG' SEE ELEVATION ' w FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 31� - r CFF CI-IFFT m Awn ' FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • " a OVERHANG4,. a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0" 51 -01 1 INISH F • ° #5 BAR ► 10" D " CENTERED W/ ► .:' • • . . +► IN TOP o ► •' KNOCKOUT / N :; • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN •. - AND SECTION DETAILS CLEAN FILL .► •• DIRT Z •- • STANDARD 4 � 9� HOOK N #5 BAR IN FILLED CELL, -. •. �• . -,, , -. , r r •.� r . r j r •, r r •, h�,. �... STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION III1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N 0 N r •i 00 CM �` 3 r < C. C� �r, IIII j? To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn a g M8 �♦ N 0 fA 531^rZL M :3:k Q .a C 2 LL w 13 CoU_ u- Q. Z v a IIY $ 9 G Ch LLW N Z Q ZN O U U W ❑ ❑ CD z - o z00 I n Q N z � cD e .0 o N .) U � c Q N 016— o cmo Q ILL_ cd Cl- E- 3 z n r ly z0 M Zcl O E D N as i Q n W a t mo Z xZ U W'p CD o �LL w s �4 r O '^ a T o120 > d. a� rn N 0 r C'V Ll7 CO00 `- V I� m O co '- C CN N Ln N rn +-+ O =3 cL� Q 00 E E O 0 Z E O t/) N a E U _j ¢ p JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. SS SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC, THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS V VML L ALIGN THIS STUD WITH rFACE OF 2ND RISER SYP CUT TO FIT 1 I ARS IN WALL I 2x12 SYP BEARS IN WALL I —2x6 SYP\X/ / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / / \ NAILS) (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER_//�� SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD 77�STOP ' —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 // I 7-2x4 PT UNDER 2x12 C I J / , ROVIDE MOISTURE / \ PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ J" X 2" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/a' X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / G.1 / TOP OF I / 6" \ STRINGER � 1x4 GLUED AND NAILED TO STRINGER TREAD 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 1 STRINGERS EI � I 2x4 BLOCKING FOR 2x12 SIMPSON A35 1 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLUE NAILS) STRINGER CONTACT POINTS \ SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 1TT BULLNOS 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL E DETAIL SCALE: 1" = V-0" NGER SLUED NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING \ / 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED— i NAILEE I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE---' AT STRINGER CONTACT POINTS E—� `t2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—i AT STRINGER CONTACT POINTS al w SCALE: 1" = V-0" 4f2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DRAFTS P 2X8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER AebR DRYWALL SPACING -- H SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: " = 1'-0' -3/4 PLYWOO1 ON DECK —2x8 SYP GL AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C 1 NOTE: 2x8 \ DRYWALL STOP NOT SHOWN \ SECTION VIEW licit SCALE: 1" = V-0" \ FLOOR TRUSS OR GIRDER, FIELD VERIFY STRINGER \C (2) LAYER t" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE. = 1 -0 CONN. TO BOTT, OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. 1 POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO VVALL BELOW JOINT -TO )ISTS) H 2X STRINAR 2X BLOCKING PSON MTSJ2 w/ 10d x 1 1/2" AILS \2(VD OR 3 D 2X BLOCKING RISNR / VARIE ECTION VIEW "H" SCALE: 1" = V-0" N C= �� Q N 7) 00 LU J � L cr, 0 LU q, �,x �,yd911 1111I1/p �J J 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 Engineers signature and seal. tY) a ' 8E 0M N 00 % F, , YI rn n b J Q yy zssz J Lu C U. LL S U. LL iii Lu z -g ;; a tco o it p O WZ rPiOrn°' Co Z ZNM U U) 0 W ❑ ❑ z N Q a M N Z v € o a U 0 Ly N 1N w M E L = g8 U Offi— z o F � O w� w CL a E x� �` �u oZ Ez ZH N rn i a o w z a� m f U)C Zo ox '9 z az w Q =o W U T j aLL o CD% °s c gT > ai rn C"i 0 O C4710 CO 00 O '- CNJ I� N LO F— O o t-_ +-+ O 1 N T Qi Q 00 00 L0 E O Z m Z E 4= c m E O 0 JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. I ST I I *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 _ - BLOCKIN fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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. �A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT O.C. CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED EACH DIRECTION TYP. U.N.O.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD ILS WHN SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &I REQUIRED w/ (2) HTS20 [ SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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" 'k k O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. -� A CHORD AT ALL HAND FRAMED AREAS TYP. 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) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT J1F4 TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 �LWOOD TRUSS -� SCALE: 1/2" = 1'-0" -` J A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TAIL STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DE 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. WB 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 5 1000 SQ. FT. OF _ FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING _ MASONRY w/ (2) ROWS SHALL DIVIDE THE 1/2" SIMPSON TITEN HD, CONCEALED SPACE INTO - MIN. 5" EMBEDMENT PER APPROX. EQUAL AREAS. A 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" =1'-1 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O O I O O I SPLICE O I O O 2.0 SPLICE BEYOND PART. ELEV. VIEW V-0" TYP. O 0- 0 2'-0" II: • : • .0-7 (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. EDGER OGETHER w/ LAP b'PLIUL PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES —@ 24" O.C. 1.2sj DOUBLE KNOCK -OUT BLOCK W/ (1) #5 - ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT r5_d� SCALE: 3/4" = V-0" WOOD TRUSS DETAIL - ADJACENT TO TRUSSES 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 1"x24" 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 1']ATTCAI CTf]flC• MASONRY SEE PLAN GA FILE ASW 0810 SCALE: 3/4"=V-0" 10\_10A Tl11117AIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.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 MASONRY WALL--,= . SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) "' W TITEN2 SCREWS @ 16" O.C. TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52 SCALE: 3/4' = 1'-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 SEE 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 BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN ... _. -- - - MAX VERTICALLY NAILED FOR STRAP INFO. O 8d TO TRUSS WEBS W/ 2 BASE BOARD PER SPECS STD 90° 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) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"0" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.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/ 1' 8d COMMON AT 6" O.C. TO ONE SIDE OF , TOP CHOAp-B/RG. FLOOR TRUSS FOR AN AREA < 1000 S.F. FLOOR"SYSTEM 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) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. ---r w U J a . a o I 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 o e I 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) .0-7 (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. EDGER OGETHER w/ LAP b'PLIUL PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES —@ 24" O.C. 1.2sj DOUBLE KNOCK -OUT BLOCK W/ (1) #5 - ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT r5_d� SCALE: 3/4" = V-0" WOOD TRUSS DETAIL - ADJACENT TO TRUSSES 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 1"x24" 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 1']ATTCAI CTf]flC• MASONRY SEE PLAN GA FILE ASW 0810 SCALE: 3/4"=V-0" 10\_10A Tl11117AIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.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 MASONRY WALL--,= . SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) "' W TITEN2 SCREWS @ 16" O.C. TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52 SCALE: 3/4' = 1'-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 SEE 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 BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN ... _. -- - - MAX VERTICALLY NAILED FOR STRAP INFO. O 8d TO TRUSS WEBS W/ 2 BASE BOARD PER SPECS STD 90° 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) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"0" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.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/ 1' 8d COMMON AT 6" O.C. TO ONE SIDE OF , TOP CHOAp-B/RG. FLOOR TRUSS FOR AN AREA < 1000 S.F. FLOOR"SYSTEM 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) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. ---r w U J a . a o I 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 o e I 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 8"x8"x16" CONC. KNOCKOUT BLK. W/ 1 #5 ROD CONT. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB V . FILLED W/ GROUT (DRAFTSTOPPING) " " OBE NAILED W/8d Y= - 4 x4 INSPECTION PORT AT - EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE STD. 90Q HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA <_ 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 TOP CHORD BRG. APPROX. EQUAL AREAS. FLOC SYSTEM, PRE-ENGINEERE - FLOOR TRUSS' AT - - 24" O.C. GYP. BOARD CLG. - DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA, COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. GYP. WB. 1 X 4 P.T. BASE NAILER �. BASE BOARD TYP. "S" MORTAR (TYP.) PER SPECS. U CONC. SLAB - SEE FOUND. PLA N 6 MIL VISQUEEN 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 fin•>��. T- (4) #5 CONT. STD. 90Q HOOK ON 3" CHAIR 8" 2'-0" 811 (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=V-0" TREATED; U SEE PLAN TOP OF PLATE '--TOP COURSE W/ �— LINTEL SEE PLAN SEE PLAN 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 `r F.F. 00 VARIES WITH b SITE GRADES SEE PLAN (V T 3 #5 CONT. —� 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 CV N ( O 00 � W7 Ge LLI rr\\\11 ti 111 I I I l lllrrr Ire �0 W N • J FLU A4'0F fSSO• /rl;iii(IIt11 To the best of the Engineers knowledge, infonnaflon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N I- - g E Q 8 S 00 IM 0 "o iri in ti r� � J M M c LL N J Q C LL '--r W 0 �u.LL L a 2 .� — l L S0 2 o mnc° 0 orn W (D o, m Z M Z a J N Z�' OU < Q W ❑ ❑ z L Q � U V) z LL Cn � w •0 u YZ o W M o U_ E so i� E u [O � � a f o R u a � O � V Z o N a40 ¢o a L ¢ p m i Z �r in a; o2 z ,z 2z 17 a s <o z o b= 216 O 9 T o12 > d' an rn T ca � cNfl T ~ O n •r E O _ CID 6 OM a. m O 0o T C r � N L (-� ~ O c N � O O Q OO n T E CDy o l0 = E B ?: a c 1 U Q ca JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME - WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK /-WINDOWFRAME AND EXTEND TO MASONRY --�� ATTACHED PER CODE 6) TOOLED SEALANT _ -- -- REQUIREMENTS BEAD BRIDGINGwl 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t 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 S DO NO- BOTTO F, nnlr_I FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE �.� WOOD FRAME CONSTR. -EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST WEATHER \ RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER MEMO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - \ ' 1 Q 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING ' EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW I L SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL-� PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1l2" DUROCK��� PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'4' PER PLAN in each detail that corresponds to the Refer to the number marked asRinstructions 1'-0" PER PLAN numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU SLOPE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU n ° 3. Self -adhered flashing can be substituted for building paper�pp (PER SEAT DEPTH)------_H ° _ 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT (-=1 .; embedded in the adhesive layer) - for ease of installation and to _ minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" _ Minimum) SLOPED MUD BED- 6. Fold as shown by arrows Q-- 7. Angle of corner may vary, adjust folding of the flashing accordingly to r 1 fit tight to corner VINYL SHOWER PAN l I 8. Mechanically fasten as necessary H �� - �� - SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER i W (n m a Z_'. CL Ir a a _' U) (� W CONTI 0 ROD & W W _ IM a � W �° A U) WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g 9 q Y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. i - WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other a r d t t' b h II b I' d t d h th' f II II N 15 I f l II b I' pp ova wa er-rests Iva arrier s a e app le over s u s or s ea Ingo a exterior was o. aspha t e t sha a app led ------------- horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 20 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING-� applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp � 9 9 pp (SEE DETAIL WPOI) 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 SELF -ADHERED FLASHING, _ a (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 EXTEND A MINIMUM 6" READ ESVEASSHLEASE PAPER TOo NOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ar, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 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 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in cutters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH \ I , IF, ---------r� BACKER ROD IS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 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 Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all n r G W is - _ L u; 0 - 4, , >;> 'W w= CV CV 0 n 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. co Q E m8 V (0 0 N 0 2 S �y O R " 0) coh r.� � Q y M V LL LL w � __ J m o_ r� a fV ��rnrn O O m 2 ILW7 � N Z CSL � ZN O U Rd O W U ❑ ❑ z ,o v� z cc (D ru V O w s to I U L t CID J O� E E ra so Up � as a Z CN a? �o < o z 0 " o Z Zv' N qz to rn K Q� o Nw W U WJ a CD CD 0 �o a; o r >� ui C�V � co T i � 0 i T E O CV CU U C6 0o !` r N Ln = F-- C 3 � � N T Co rn Q LO 00 r- r E c CD Z fa Z c E O LO c d U Q 0 JOB NO : 22-08433-08426 SCALE : AS NOTED SHEET NO. W P KPIURR/C,4_NE Mounting Brackets If. 10 Gauges +1 /2' x 41 /'2' x 2-12a See Antral Schedule 1101ts 1!l"{Na A325 Ga1v. iTyp.) of a 14 Self -Drilling Screws A/C unit Bottum Edge Hurrlcane 5trap Mpl I, 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) 014 5ell Qriling Screws Thru Brackets d Back Cross Supoort Into A/C Unit BDttam Side (Typicalt 3 each side for hurricane use) 10-5180 Watchers Silt -lacking Nuts 3ilsnttJ. 1lar4allupud untrimivar, are ruseidlel .rldl ca-A Au Bdc Italbd.sd Dx*mimg aaillaflc plea nation t tart wo SFFM MIN YKMw ail factures Amrmatim 20M Smart Vant Products Ine ca.": Structural components "Csiegory: ProWas introduced es a Reeuh of Nee T,echnalogy Oempliann Mahod Eeox.lien Ragan Ham a Flollda Registered Architect war Uoonsed Floild. Professional Engineer Alai Rcou.t Mersa. Nunhr r NanN 1 3mnVant Model e1640510 2 errmI Moll 01540&11 3 &nenvent Medici 1111540520 4 3mertVenl Mot/r1:1540.571 5 SrmltVem Moll *1540-524 6 SmanV41.4 Moll a1540570 7 eemnvenl Model 11,15401 Back Cross Support (May be cut to W) Right Bracket (;tiGauge) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail RDmLB G9mak1 antltwr&11caler Wheat Graham HalrlRSF. Norvrope (077)441-83H PE73776 InfoQamsnvrntcom PlgmsLmucriedga Dual Fo.a. Flood no Whilxeon Vent Dual Foullon Flood and Ven9ation Vent heJated Flood Van hhlsledn.ad VI le&qua; Gang. paw Fk d Van Wood Wall Inculatad Flood Vast 14. S6quel Gorge Door Flood Vent Vrd.d.d eel Locks Bead. P.E. (334)300-1800 Far 1 of 1 12i'lluml Rate JaLl time pdinIDa add YAftgg godifiljgeg FSCAmrovel )Aecro &am 12118/020 12fiWo2o Ina= Approed mausr em Ia ern SmglrJtaF,ireltalga.aaa Agreed roc Uee la!lYr1Z Ye+ Aproved fr Uea $IIIYtle tOQli Yn b)Qard p...'ant NIA peo1w Pressure .1001.100 12/3t1 /2 3 1WI2023 Yea Yes N/A -look 100 121312025 Yes Yes NIA -100o IDO 12/312023 yet Yee NIA ♦l Or4100 12/31201 1. Y" N/A WA Yes Yee NA -100I 12A1n023 .11075 Yee Vas NA WA Florida Department of Business & Professional Regulation Farr I Oil Building Codes and Standards In4r11121 Product Approval Application Deelalt s84e FdB18t-gr. Ratt Diet: _ Daeeffidrig lase 111201 Yadon K Wet,- cor"ct znabiffiLka=Vald.md Rv Validated aWlM= Fac Amaral J AA & RwAslon Z320 Drexel Met➢l$ Im. Jam Shuman Zachary R. Priest Locke Bowden P E. 09na2020 084191 082W020 10/132020 Approed category: Rooting 15021303-1511 PE-74021 (334)300-1&00 subcategory: Me 0) finding Hhurretegdnxme com mp Caarce Method Eveuallm Report Ben a Model Radgead Anhter Or. Licensed Florid Professional Engineer Fll ?M41B Frndaets lea3 .OWa(auttim Product Driisidatina Sslt(ardi>@latlgupgts A92DnddlgrLSe A,aeowdfr the EOggr,( negm In HVHZ OUL"? Q6 RWsts d progn 1 IXe.el MMI Woring syelem. OMG IODINE, DMC 1505S, OMC 1756, DMC 200e, 121312025 Y. Nc NIA WF780 OMC BV Florida Department of Business & Professional Regulation Pee 2a4 Building Codes and Standards 125a022 Product Approval Application Detail Si9Ra Darla Parkilna �)g an VerslM Manufacturer Contact En0lfMfar&llcense valki ft yallgetod SubM ltb FBC.Apol'i Aooraved Istatux Rer191on 20M Therme-Tm Corporation stavo Jaµleison Lyndon F. Schmidt. P E. Ryan J. King, P.E 0411521321 12r3112020 0427/2021 08I08/20Z1 Approved Category: Exterior Doors (81X)) 543-7828 PE-434M (813) 761 6utiCaregory: SWnging Ederior Door Aseemblas sjaspersonCthermarr. Oo Compliant Method: E-ILW o. Reporth.m a m Florida Registered Architect or a License! Florida Professional Engineer PLARG/BB4t8 Produafa Qyggpldggyrance Approved fart)" Uprolrad for Uae IM20 DeMan Sea • �guet Motlel. Number r tiro r rarttaat Emlratlen Deb In HVHZ fg((y1�(r Q(gg 1 a ThemntTry FIl»r-Cleado and Smooth -Star Nominal66p90;8 8quotlmpact&quoL Opaque 12/31/2022 Na Yes Yen NIA Camp..ite Edge Fibergnw Sigle Door (InaWrolOubwng: X rnrviguntion) 2 b. Thenmm-Tru Flber.Cliasic and Smooth -Star Nominal 61641391 &quotimpacl&quut Opaque 121312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sdeite(s) O newi rglOutsW rig; XO, CiX w OXO -figuirst-) 3 c. Therme-Tru Fiber -Classic and Smooth -Star Nominal e&#39;8 &quat:l mpact&quot. Opaque 12131,'2022 No Yea Yea NIA Composite Edge Fiberglass Double Door with or without Sidelites InswirelOutmving, XX w OXXO configurations) 4 d. Therm*-Tru Fiber-CAasac and Smooth -Star Nominal B&M.0 8quotlmpactlI Opaque 121311= No Yee Yes WA Composite Edge Fiberglass Single Door (Inswrlg/Outswng; X configuration) 5 a Themm.Tru Fiber -Classic and Smooth -Star Nominee B8a39,0 &quotlnpacWWt Opaque 12/31/2022 No year Yea WA Composite Edge Fiberglass Sigle Door with S)dstee(s) (1-1/Outawlrig; XO, OX or OXO conNunaorla) 6 f. ThermerTru Film -Classic and Smooth -Star Nominal 68.1111 &quot;l nVoicts quot Opaque 121312022 No Yes Yes WA Compete Edge Fiberglass Double Door with or Wthout Sidelltas insMng/Outswing; XX r OXXO ronfigurationc) 7 g. ThermB-Tru Fib -Classic antl SmoOm-Star Nominal 560391 &quot.I pact8quot Glazed 1N311=2 No Yes Yee NIA Composite Edge Fibergue; Single Door (In A gJO.hYA,9: X configuration) a h. Therm►TW Feer.ClI and Smooth -Stir Nominal 6&A3sa &quotlmpeaffiquot; Glazed 12/31/2022 No Yes Yes NIA Composite Edge Fibar class Single Door with Sidelite(s) OnsWrg/Ounswrig'. XO; OXw OXO confgunrbons) 9 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&039;88quotlrrpacAquot Glazed 1213112022 No Yee Yes NIA Composite Edge Fierrglaus Double Door Wen or Y4t out Sidelnes OroamrigiOutamng; )0( or OXXO conf gurations) 10 1. Thermo-Tru Fiber-Cnssic and Smooth -Star Nominal MOM0 &quotlmpact&gwt Glazed 17/31r2022 No Yes Yes NIA Compoab Edge Fiberglass Single Door (InaWng/Outswrig; X configuration) 11 k. TherriliI Fiber.Cessic and Smooth-STar Nominal U0390 &quotlmpadt&gwro Glared 12r31r2022 No Yes Yes WA Compoate Edge Fiberglass Single Door Mth Sdelte(s) (Inawng/Oulening; XO, OXor ONO configurations) 12 I. Therms-Tru Fiber -Classic antl Smooth -Star Nominal 8903RO &q"t:InVect&gwt Glazed 12r312022 No Yee Year NIA Composite Edge Fiberglass Double Door win or without Sidelnas OrlawirplCutowing: XXw OXXO configurations) 13 n Thorma-Tru FlberLlasslc and Smooth Star Nominal 68#39,8 &quetlrrlpact&quot Glazed Molded 12n1/2022 No Yes Yea WA Open Composite Edge Fiberglass Single Door (IrlrAwg/Outcwng, X configuration) 14 n. Theme-Tru Ftber-CLassrc and Smocth-Star Nominal 8&=,,8 &quotfnpactilquot Glazed Molded 12/31/2022 No Yes Yea WA Open Composite Edge Fiberglass Single Door Wth Glazed Llokfsd Open Sldsllbe(s) (Ina4ng/0ut9Wng, X0, OX w OXO conligu trillion.) 15 o. Therma-Tru Fiber.CMssle and Smooth-Stir6&. Nominal A39;8 &quotlmpact&quI Glazed Molded 1213l/M22 No Yes Yes WA Open Composite Edge Fiberglass Double Door Mth or wthou'G Azed Molded open Sideline (I nsWrglOutswylg, XX or OXXO crrb9uraUrna) 1s p. Th.,-T. Fiber-Clu-antl Smooth -Star Nominal B8A39;ll 8quotlnpact8quok Opaque 12t3112= No Yes Yes WA Composite Edge Fiberglas* Single Door lath Molded Olen Sldelfb(s) Onvormil/Outswing; XO, OX or OXO configurations) 17 q. Themm-Tru Fiber-Clessc and Smooth -Star Nominal 6&R308 &quotl mpa,Aquot; Opaque 12131t= No Yee Yes WA Composite Edge Fiberglass Double Door Win or without Glued Molded Open Sideline (InsW ng/Outswng; XX r OXXO bonfgurations) Florida Department of Business Is Professional Regulstlon Pag.1 er1 Building Codes and Standards lisrm2l Product Approval Application Detail May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth-Star(IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 PI lass USA, Inc. for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel Of Building Codes and Standards 1252022 Product Approval Application Detail ago .. ...• � .. •-• ••. ,•• Fn11tV 9C ,- .• 20 .Qait •.. •. OaL Pantllna �(� a I= ymicp manufacturer Go-Enalneer & LJcense validated ev Vapgg ed submitted FSC Approval Approved Stet gi Revision 2020 Therms-Tru Corporation Sbve Jaeparson Lyndon F. Schmidt, P E. Ryan J King, P.E. 0723/2020 07M22020 07/292020 10/1W2020 Approved Category: Exterior Dawn (800) 8417828 PE.43409 (813) 767ZISM SubCatsgory: SWnging Ecranor Door Aaerribles e)sspersonclthermatru co Compliance Method: Evaluation Report from a m Florida Registered Archtact at a Licensed Florida ei Prresslonai Engineer 6- # Product Model. Number ar Name Qualilv Product Description Contact Assurance Exolraoon Deb &22MZ dtbr Ulce Aaarasedfor in HV Use Outside HVHZ 111= Retaliation 2= Praaeu 1 a. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&MIdquotimpaet&cI Opaque 12/312022 Yes Yes Year NA Composite Edge Fitlerglaw Single Door (I nswrg/Ou1vmng; X configurstionj 2 b Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&A39:8&quoLlmpact&quot: Opaque lWlr022 Year Yea Yee WA Composite Edge Fiberglass Single Door with SdsIAI1 On.wingtOuh hol XO. OX or OXO conngun Bons) 3 c. Therms-Tru Fiber -Close and Smooth -Star Nominal 68fY391 11cluot,Impactillquot Opaque 12J31=22 Yes Yes Yea WA Composite Edge Fiberglass Double Dow with or without Sidelftes (inawing/OutmMng; XX or OXXO Configurations) 4 d Theme-Tru Fiber-Claoslc and S sm-Star Nominal 881r330 &quot,impact&quot Opaque 121312022 Yoe Yes Yes WA Composite Edge Fiberglass Single Door 0 "Wrig/Outai g; X configuration) 5 o. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 118439.0 &quot;lmpset&quo. Opaque 12J312022 Yes Yes, Yea WA Composite Edge Fiberglass Single Door Wth 8idalta(s) (Insw/nglOutemng; )(0, OX or OXO configurations) 6 f. Therms-Tru Flber-CIa&SX and Sn-th•Star Nominal 8111,1039.0 &quot;lmpact&quot Opaque 1201 r1022 Yes Y.. year WA Composite Edge Plbergless Double Dow Mtn or without Sideline (InaMnglOuOswng', XX or OXXO configurations) 7 g Therma-Tru Fiber-CMstlC and Smooth -Star homing li&039;&&,gUotlmpact&,quot Glued 12/31/2022 Yes Yea Ye. WA Composite Edge Fiberglass Single Door (In-i g/Ounwng; X configuration) 8 In Therma-Tru FbenClassic and SrrloothStar Nominal &&IIII Squ Urnplet&quot Glazed 121312022 Yes Yes Yas WA Composite Edge Fibaglaw Single Door wfU1 Sidelits(s) (Insw4ng10uwwtng; XO, OX or OXO wrifigurab.ne) 9 i. Therms-Tru Fiber•Cla is and SmootMStar Nominal 816R398 liquot.lmpact&quol; Glazed 12J31 r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Mm or Without Sbhlhea (Iremng/OutaMng, XX or OXXO configurations) 10 I. Therma-Tru Fiber-Claaele and Smooth -Star Nominal 8&09;08quotlmpaet&qur; Glazed 12/312022 Yes Yea Yes WA Composite Edge Fiberglass Single (bop (I nswng/Oull ing; X configurston) 11 1 7harms Tru Ftler-Claus and EmoorthI Nominal 89a3 .08quotimpaQ&quot Glued 1213112022 Yes Yee Yes WA Compxxato Edge Fiberglass Single Door WM Sdelte(s) On.Wnp/Ounwing; XO, OX or OXO oonfigunwons) 12 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal B&M39;0 equotlmpaci&,quot Glued 1213l/2022 Yes Yes Yes WA Campeau; Edge Fiberglass Double Door with or without Ssklitse (Inswing/Oubwlrlg, XX or =0 wnhguranons) 13 m Therms-Tru Floe -Classic and Smooth -Star Nominal 6&039;8 &quOLlmpaG&quot', Opaque 1 Zn1r2022 Yes Yes Yas WA Composite Edge Fiti is Single Door Wth 8quotNlon-ImpaoAquart, SMalits(s) (Inawlrg/0utswing; X0, OX or OXO configurations) 14 n Theme-Tru Flbar-Glaser end Smooth -Star Nominal e&*WB &quot rhpsct&qu t Opaque I Z31=22 Yes Yes Yes WA Composite Edge Fiberglass gnu We Door wah &quotNon-Imixiiquol: Sidelnes (I nwrp/Outsw rg; OXXO configuration) 15 o Therma-Tru Fiber -Classic and Smooth -Stir Nominal 86401 8quotimpect&quo1, Opaque 121312022 Yea Yes Yes NA Composite Edge Fiberglass Single Door with &quotNlorrlmpilct&quot Sidelile(c)) Onswingfoutswing: XO, OX of OXO configulatans) 16 p. Therma-Tru Flber-Clai and Smooth -Star Nominal 8&AI &quot;ImpaQ&quot,, Opaque I2131 ra022 Yes Yas Yec WA Composite Edge Fiberglass Double Door wah 8quot;Non-Impect&quoi Sider"" (InaWng/OunWig; OXXO conuratioN 17 q. Therms-Tru Fiber Classic and S-tI Nnion.l8&#f)g39;8 &quat,Non-Imp gq..L Opaque 12J31 C= Yee Yes NO WA Composite Edge Flbaiglsss Single Door (I nswing/Outswing; X configuration) 18 r.Thence-Tm Fiber-Clazolic and Smooth -Star Nominal e8p3P68quX;Non-Impapt8quot Opaque 12131 r= Yes Yea No WA Compoeite Edge Fiberglass Single Door with Sdelte(s) grnWngfOulaWng; XO. OX a OXO cunfig urations) 19 a Therma-Tru Fdw-Classic and SmornMStar Nomina16&#V 88quotNon-I mpeat8quot Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Double Door wAt h or Wthout SkdeN9s (IMMrg/Oub"rg, XX or OXXO configurations) 20 It Thmma-Tru Fiber -Classic and SmoothSter Nominal 8&#39;0 8quotNon-Impact8quot Opaque 121al= Yes Yes No WA Composite Edge Fiberglas Single Door (InwArlg/Ounwing; X configuration) 21 u Therrna-Tru Fi bar -Classic and Smooth -Star Nominal8&#1 lliquoLNon-Impectilquet; Opaque 12131r422 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelue(s) OrlaWnyOuhWng. XO, OX or OXO connaundlond 22 v. Th.mrs a Fiber -Classic and Smooth -filer Nominal 811,113go&quot,Non I,".lAquot Opaque 12r31/2022 Yss Yes No WA Composite Edge Fibeglasa Double Door Win or without Side rtns Onwving/Outcwing; XXw OXXO configurations) 23 w The Tru Filer -Classic and Srlwoth-Slar Nominal 8&#398 86quottiorl-Irrpad8quot Glazed 12t3l/2022 Yes Yee No WA Composite Edgar Phergla.e Single Door (I neSwnglOutswilg; Xconfiguration) 24 x. Tharrna-Tru Frear-Classic and Smooth -Star Nominal 6&#39;8 tlquot.N r-lrnpact8 lupt Glared 12/3112022 Yea Yea No WA C.m'=& Edge Fibergiaea Smite Dow with Sdelto(e) QnsWnglOulaWng, XO, OX or OXO configurations) 25 y. Therma-Tru Fiber -Classic and Smooln-Stair Nominal &&#39;8&quot,Norrirrpad&quot Glazed 12131=22 year Yas No NIA Composite Edge Fiberglass Double Door Wm or wthout Saelhas (ImaMngfOutvving; XX a OXXO configurations) 26 z. Theme-Tru Fiber-Ge6ale sod Smocill Nominal 8901&quptNon- Impar6quot Glared IX31/2022 Yes Yes No NIA Composite Edge Flbegioss Single Door OnsWrgfOutswirki: Xoonfiguntion) 27 ze Therma Tru Fiber Classic and Smooth Star Nominal U0139O Uvortrior.irnpMd&quot Glued 12t3112022 Yes Year No WA Composite Edge Fiberglass Seigle Door with Sidew(s) (InsW rglOuewup; XO, OX or OXO 'rilgundiona) 28 A nlerrne-Tru Finer -Class. and SnocthSlar Nominal 88 1ilquot:Non lmpecdclur; Glued 12/31/2022 Yes Yes N. NIA Composite Edge Fiberglass Doubts Door win or without Sidelitas OnswinglOutswing; )Va OXXO configurations) Florida Dapartment of Business & Professional Regulation Pas 1 cr2 Bolding Codes and Standards 1412021 Product Approval Application Detail . S.4f19 - . ., Lolgxgr GYt }inn garFM1dna 2n . am Version saidjuguim cartlel Fnamra d..s. kwidmsd& xdgatta subci= EALBIU A A, -tom alaaa R%I 2020 MI Vdndowe end Dows gent skinger Lots Robert. camas &even M latch. PE 10r0612020 10,11142020 lana2020 12/152020 AprpeO CM.gory: Exterior Doers 4717)305.3300 PE-02514 I'117)317-8454 3ooCategory: Sona Exterir Door Aee r"s bsmhger®mmd.cam Compliance Method Enua6oh Report Ban a Florida R.giaend Mcheact we Licensed Florid F1M5'. Fredud. Pr.1--al Engine. glad ProOwiModsl. thanbraNam4 9fa9hC todal. D ..Rate Ammov.d IBrivHZ for Use .!l.1I � Resistant Dish) [naeun 1 SERIE9420 ALUMINUM6GD SERIES 420ALUMINUMSOD OXO 12A12024 No Yea No NIA 145.314&qu0t:00aqud; NON -REINFORCED 2 66RIfiS 420ALUMINUM SGO SERIES 420 ALUMINUM $Go OX. XO. XX 12131120241 No Yw No WA 98&qud;.90&qucl NON -REINFORCED 3 SERIES 420ALUMINUM 6GO REINFORCED SERIES420ALUMINUAt SGD REINFORCED OXO 121312024 No Yu No WA 145.3/4&qurxow..t; 4 SERIES 420ALUMINUM $00 REINFORCED SERIES 420 ALUMINUM SLID REINFORCED OX 12/312024 NO Yee No WA XO. XX Si86quctX966qur; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDXXX 12212024 No Yn No WA 1438qur.08411,09a, Florida Department of Business is Professional Regulation Building Codes and Standards Product Approval Application Detall P.,1 all 1WO21 Qo _ .. EEC ... Ali 2u Dids Pandino .. g ])(gt v"We" )is"nults"I m coolant1 vaii"od Bar alb FBC Amroval Approved its R"llon 211 W.".0ster,. dwlucn of Ovahe.d Dow Orryna KcI John E, Scale. J.m.y P. Amason, P.E 10/12r2D20 094=020 10aW920 12M512020 ApFvoued Corporation (330)703-6121 PE-51M (004)821-5200 Category: E.triw Doors dkomishawayne-ditch C subcategory: litetI Extelor Door A.arrbll 1, .In coined'anal Method: EvsWMlclh Report ern a Fiona Registered Architecl or a Licensed Fiords PLAN84t2D Product, professional Enonar ZtglModal. terrible or Ham dlugu Allmom Product Description G radrx1rationoae Arigiouradlautial Aooay.d it the In HVHZ outside wpm Rtshdat am" prinsun. 3 8000/61OM20001105 MI Meer With. 14&a3b, Mu helght C 6.9 12/31=3 No Yes Yee +31 001-35.00 In tap w InlemNdsis 10 6000/6100/6200 a1127 UPI 16&IKJ9: Mgr width. 146+179; Max hegnt. Gluing 1Y312023 a tier No Yoe yes +30.0g/-77.60 avellableIntopaIftlo"cla aedgn. 11 6000M100/9200a1124 166009'. Max Mon 14611 Mgt helpft Clang 12/31(2023 No Yea Yes -3440011%30 evelare In top w hISRMOlefe eMlon. Florida Department of Business & Professional Regulation Pao 1 r1 Building Codas and Standards 1%1021 Product Approval Application Detail "111 gnjar_a Will sire Dlr3Jnd09 Rae _ ... 11211 Dlemmd FaL Analogize stag& R&MMU anon, 2020 Cones Olvlson.1AADO, 1. Tom partly UL LLC 2020 Troy Better. P.E. IW 012/012020 1221/2020 Ayrx.I C909MY: Exlenr Dove (6411 494-2813 I r54) 547-0M0 "Category: Enenr Door Components Icm.reesypaaese a.lq.co CocrplWlcs Method CarUfic lion Mule a Loring m F1a11a3T.We Fr.dusb 91WmlAssulang! Amrowdror Uss Append far use Dust Rehm ggpa Wod� Maw. ti:.br or Name Product Drawlallon , ram- ,gga In KI Outside HVHZ t{umuld PaaaR 1 60r, M7, 727, r47, 757, 777, end 84r S09to.rid Pea. or Flog, Gleted. end louvred angel and pair, or 12/312025 Yes Yea Yes WA Doers holes, meal doors. Florida Department of Business & Prdessional Regulation Building Codes and Standards Product Approval Application Detail pawl V 2 1 All 9-491 "fly or 212 seta note 11'M1dno theta DrJa Version Manufacturer Rmlan F,,M-AU m ValWotfg.9l YAW" aubmkttd FHGd®®ml d3ggreY8g aia&la loh R.Na2020 Mt Windown s and Dos Brent S811ngr Architecture,Miarican Architere, seven M. Unch. PE 11/17r2D20 11n72020 1127/2020 Approved eal4pay: Windo" 171 r)XO-3300 Ms-rael.-A-stiwr (717)311-8454 subcaaaory. Single Hung bsarnearrI com c MV114M Method: Cem brow Mark a llsanp Acargr.d for II APUR129 fr Use kwag gggpg RodJr ModeL rasher m or Nss Product Description Coraeel EmlrYlm pats in KVHZ Wslcb HVHZ R � - 2 ItI fig 52x72 FrPange Fire- IG76G Single Hung 1010&2021 No Y., N4 .60/-6) Laminated Gler. N .0 Cn j CD }F U Q) t) O O O /L� cu cu O cu V/ O 0 2 C1 O Q) cu 0 O E LL O .w cn -0 a) � " o Q� O t� CZ. .- Cl)U1L VJ a< a Z Z W J _.. O -y N O C - a. - c cWn sit u: /r ui W Cn CD E W Z cn cu O CL O O W U cu M Deal O L w� Q W -Z J Z J a SHEET NO. PA 1,0 r .ul. y .,. r•.. 1 rP r I 1 I ill IISn 111 I1. If If I I _ III. 1._ II 1' 11 1 1 ! I I 11 } I I, 11 _ 1_ .. _ I I III I 1 II '��I n I I I� I f, I I 1 �1 h�11 Florida Department of Business & Professional Regulation P.D.a ae Florida Department of Business & Professional Regulation Pape I at Florida Department of Business & Professional Regulation Pass di Floride Department of Business & Professional Regulation Park d2 Building Codes and Standards I262o22 Building Codes and Standards +5207+ Bulkling Codes and Standards +&2021 Building Codes and Standards Product Approval Application Datall Product Approval Application Dealt Product Approval Application Detail Product Approval Application Detail 2Yil6 CWIgLgL tilt Oatr Pendilw20G99a ju)g versionmainufggaiLaC Canted Enalnwr&License Validated By j FBCApprovnl ADOWYed ammo � ioflhlei 2aa pate 11u8�Iw 1111 f.4� gmYva alit au DueFor@np den jenura lLlt pert p(af hold, Revisitn 2020 Theirrrs.Tru corporation Stave Jasperaon Lyndon F. Schmidt. P. E Ryan J. King P E 10M70021 08/18/21721 1GM32021 12J15r2021 Approved Ytngkoin tanlfacturK Gorrect VNMNed as Validated PBC Amrovel Approved lxn Vale-M§MdswmQKLIA Endnera uuna y(ybomm YABOM &&ill= FBAustraliaCAustralia Appointed styaa mm VersionQUM andd Un rrress xdwdmm yak" LEG AMMIA A .. vied SAM category; EKIvrlor Doors (800) 643-78M PE•43400 (813) 787-8555 Afthallm 2020 PGT InMsoms Jan. Rosw-#I Wi,*0.da aCCO • CER Mm 6FDeda SOCO- VAL I IM=20 11A/5M20 11n V2020 Appra+ed RaNNon 2020 Wi MI Windows and Docks, rem s Bimper American Architecture.! &even M. UrIM. PE 1010612020 1000anO20 ICII W2020 Apprised Revision 2020 MI Wenches and Doors Bred mines, Ammmn At hhdunl 8zmn Y Won. Pe I V222020 11/22R020 11,2arA70 Apprma subcategory. Swilling Exterior Door Awembile. ejaspefson4thermatrUco Catel7ury: Ntnrb..s (941)186-0100 (786)315-2680 congoly. Wuhdews ill?)365•3300 Manubclurers Assaerban 1; 117)317-8454 Codo"ry: Windows (711)385-3300 Mnu4efrtars A-lou0n M7)317.5454 compllenee Method: Ewlualon Report from a m BubCregary:&no. Ming Noscrehierpgotluseloct; 3WCalower. Halzonal ardor bsklingerQmmd.cam "CaHg0ly: Fixed tlkengergmrad.can Florida Replalered Archaaot or a Licensed Fiords Compliance Mrhod: Canacaton Mark a Lhling nn Compliance Method: Cambefon kblk a Listing Compliance learned C.Metlun Mark a Losing Profeosiasl Engiwar PLr@gatasR7 }rolWtMs. Amrared for Use Aoaored for the tnwd iLYm QHWN.Amilaui Assisted for Use Approyed for the mmw Design 2OK& d AMEmsdi use AmreradiaLun Iowa Assiut I�. yyamW AaaglHhde ApproVad For Uaa ADpoyedirci jjggi8g Design gja)1 hoauct Yo6L NlrstrgNrM Cowles awn I{�an Ogre In HVHZ flteldLMlQdi R"hgmt grams umn 121112 in KVHL outside aw asks" preaayn Riga Pfeducl Moor. rations MUM WM In,MVHZroutd&ltvHzIiondsmBl PraaMtra IW Praluct ModN, Number or Name Product Description Contract expiratlon Data in HVNZ outside MVt¢ ore nt Pressure 2 914%00 turge Mssi. inpod) Wits pinata iamg W ridw 07130=25 Y. Yee Yes MIA ! H$ iM Inn and Flange Prome 73K821M.W.4Gores 02IM024 No Yes No e5'SI.55 1 186 PW 73 x 721nWeted Glow W,,014023 No Y.. No sw4r) 1 a Therme-TN Fiber -Classic and Smooth -Star Nominal 38df398 &quotNon-I rlprd&puot Opaque 12r3112022 No Yes NO NIA CDmpoatb Edge Fiberglas Single Door (1nsWrigiOutswng; X configuration) 2 b. Therms•Tru Foer•Clawk: and Smooth -Star Nominal 66e39;88quothion-Imilaa&quot; Opaque 1V31/2022 No Yes N.I. WA Composite Edge Fibarg lase Singgle Door with Srleltte(ra (Inswngl0utewrg; XO, OX a OXO mnhg-li... ) 3 a Thatme-Tru Fl ar.Ctewle and Smccln-Ster Nominal e&e39;8 aquotNon-mlpact&quct Opaque 12131/202'2 No Yes No NIA Fiberglass Composite Edge Double Door % t a wMout Sidslilw (lnawA g10ut.M ng; XX m OXXO oorthgurations) 4 d. Themn•Tru Fiber -Classic and Smooth -Star Nominal 7&0*0 aquothion-Impeabtluot Opaque 12/31/2022 No Yes No N/A Composts Edge Flberglon Single Door (Inawing/Outawtng; X connguutbn) 5 0Thenre-Tru Fiber -Classic and Smooth -Star Nominal 76R99;0&quOCNon-Impadbquot Opaque 12/31/2022 No Vas No WA Composite Edge Fitterglew Single Door with Sdelie(s) (InswnglOutawng; X0. OX a OXO oonfigurallow) 0 t Therma-Tru Flbar-Cloask: and Snnoth-Star Nominal $&#W.O&quotNon•Impw3bquot Opaque 12/31/2022 No Yes No N/A Florida Department of Business & Professional Reguiatbn P.a.1 Oil Florida Department of Business & Professional Reguldon Pop oft Florida Deparbnertt of Business & Professional Regulation P.a.1 d1 Composite Edge Fiberglass Single Door Building Codes and Standards 1AA'1021 Building Codes and Standards Ir51202I Building Codes and Standards &t2D21 (IMwnyOutawig; X colfiguration) 7 A. Thems-Tru Fiber-Clewic and Smooth -(Aar Nominal U49;0 &quoLN9n4rnPed&quvk Opaque 1213112022 NO Yes No N/A CompoNte Edge Fiberglass Single Door rear Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelke(s) (Intl irg70ubwing; XO, OX or OXO 11 configurations) 8 h. Thermo-Tru Fittet•Clesic and Smooth -Star Nominal 89e30;0squOtNDr_lmpeK%gU t; Opaque 12131=2 No Yes No N/A ONION Composite Edge Flbergrew Double Door Path or Gage AWOt.Ix � fits 29L.EIDAN gala GM UMLSE ➢Nor am �m am iAra aockz all Asa cars Pis g- no v4W uA 6ldelites (Inswing/OulsNing; XX or OXXO confgurations) b'a Vaned Manufacturer S�lal llaahaerd.Llgsaa! YdMded eu Yll�sfg j PSC Ammral J ]yg vertical la[a11idYJY GpIYm andmsrL Uewr.. ValderedW Yaetfla& at6attd FaCAmmrr Aelarg ill" liras YtaMD NIOImiW(Y S�tal mahu[3Lam YLIMeraaAE YALaw AMrAMIA fiQAgRMW A91lt1xe Am& 9 1. Therms-Tru Fiber-C wic; and Smooth -Star NomiYd 19&p39;8 &quot.Non-I mpad&quot Glazed 12i3112022 No Yet, NO NA Aarnalbn 2020 PGT Induarin Jan. R.O.Wi M snl-Dade OCCO. CER keam4oldie 11CC0 - VAL 1IA52020 11105/2020 111"IrA20 Apprdro4 Revision 2020 MI W hilcw and Doors €bons &toper Luis R Lonst. PE 6taten M Una. Pa 10108MOM 101092020 10/192020 120572020 Approved Alfirnatka 2020 PGT Induarbs Jens Roeo sal M.mnDmde OCCO CBR MiamFD.de OCCO- VAL I lMinD20 110612020 1 VI IM20 Applaud Composite Edge Fbarglws Single Door Cotepay: Windows (941)486-010D (786)315-2590 Crepny:"do- (717)30-3300 PE-62614 1717)3174454 caepory: Wild". (941)480-0100 (780)315.2"0 (IrtwKng/Oulawrlg; X caillguratlon) auleCab Flied Qory: Ircep4sYmpgntiduruleb.c @rCetppry; Muams gerQmfwd.Mm eubCetaOory: Mullahs IroackinkidGirigunduadieric 10 } Therma-Tru FIDef-C1wzc and Smooth -Star Nominal 8&a39;6 &quott4on-ImpacM,quot Gazed 12/3112022 No Yes No MIA Compliance Method: CanMcaum Maa a Using an Compliance Notho& AwuaBon Regan tom a compuaram Mdnsd: Coati Man a usnnit om Composite Edge Fitsrglew Single Door -An Floods Regdarad ArdlNM as Licans.d Florida Floods Sktelde(s) (InsearIgA7Utawng; XO, OX a OXO FI�,.lail AMta Prdaeebnd Enginer Fia2a14115 hodrte WniWra0&#3)Amsted 11 k thems•Tru FlberLleeeb and Smooth-8tar Nominal BeEdg;8 Glued 12/3112022 No Yes No NIA oumlv for LM_ Accounted � �� Amrpred for th. Aaawedfa iM "W 12YIm ibo%l eDou le Door CanpoYro Edge Fiberglass Double Door kvnFl or AMA Product Yipgl,,jyi,pibr aName llsor l-D Catrd Eypirdlm l7al. HVIA>t I. IINI,j puld6 HVHE � �}aayla al3! H4�DSK11M19II Gglla0.G8lt an HVHZ outside RtdMLO( �IILa. WOW Sdelrow (Ina mirr Outawng; XX or OXXO 5 Pit"M iLng. Mkdl, ImP.d) Vinyl Flied W1nd.e 04.W2625 Y. Vas Yes NIA kam lhlm 1 Mueos fo All Dori and Windows Aluminum We" 0 rM=20 Yes Yes Yes N/A con8guredons) AMA Pfa0 &LRIXG IMNM cwwoa dA> Ill MUNI! gutaid. etyma almaw Emma 12 L Therma-Tru Fiber-C sesic and Smooth5hr Nominal 78e39;0 &quotNon-Impad&gVOt Glazed 12/310022 No Ys No NIA 2 518/ Voice) Aluminum Muihw 1?rJt2PN No Yea Y.. WA Composite Edge Fiberglas Single Door (IrswfngiOvIgNi ul; X configuration) 13 m. Thorns-Tnr Fib-Clese -mc! Smooth -Star Nominal 7&t139;0&q.".n-Impscf&quat Glued 1213112D22 No Vn No NIA (•-omposita Edge Fiberglas Single Door with SWelie(e) 0 naaing/Oulavnng, X0, OXa OXO conigum0ons) 14 n. Therms•Tru Fiber-Chante and Smooth.Sher Nomlesl 81039;0&quotNon4mpea&qua# Glued 12/31/2022 No Yes Nor NIA Composite Edge Fiberglass Single Door (IriavenglONswyg; X (anNur9don) 15 o. Tharme-Tru Fiber-CNssK and Smooth -Star Nonmetal 8U939:04qudthlon•Impea&quot Glazed 12tal r2 Y1 Nb Yas No NIA Composite Edge Fiberglass Single Door Path coniftde(s) pnswrglOu avdn9: X0, Ox a OXO SWeli uretona) Florida Department of Business & Professional Re Regulation ►ss.1 Oil Florida Department of Business & Professional R ulstlon W e9 Pge 2 a2 Florida Department of Business 8 Professional Regulation Paw + d2 16 0 Themia•Tru Flba•C*na and Smooth•Ster NominalUXN;0&quotNon•Impsct&quot Glazed 12/31/2022 No Yea No NIA Building Codas and Standards tay2021 Building Codes and Standards 100=1 Building Codes sad Standards 142021 Composite Edge Rbargiwa Double Door worth or without Sdelitee (Inswng/Oupmnrg; XX or OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Applkadon Detail 17 q. Theme-Tru Fiber C"*K: and Smooth -Star Nominl 69e39;8 &quotNon-Impad&guot Opaque 12/31/2022 No Yea No NIA _ Composite Edge Flbergllwe Single Door ydm Transom (I new mgK)Lew.inp; OlX mnfquration) _.. 1S r. Themes-Tru Fber-Classic and Smooth-Ster Nominal 86a3g;8&quotNon•ImpadBgLwt Opaque 121B 2022 No Yes No NIA f" _. Apr 21U 20 goo Pending gat RNa part AN Ind g!t ILL Ala QdLbmtm 02 Composite Edge Mb.Mi-, Single Door Patti 1� YYp Encing.& ammse VadmidM ( l &Q Must V-L- Manufacturer Quad ®ig"KJI WNM Vdlred tar yAW" shtmi g FBC Ammk ARam d AWtP-TEAoo Wilson Yad Approval sSidelitai NAM and TransomgO/XO. O/OX or OIO)(O eeMiguratlarr) RsMaicn 2020 Jam" Handle Building products. Inc. Chad Dar." V. Mdrew Ten Jdln Southard, P.E. OtA52021 12/7/2020 O1.tle/1021 dap FBC Am. RoJeack, 2020 Atoka, Nick Thompson Lyndon F. Schmid, P. E RyanJ King, P.9 021132021 02n 52021 021=7021 04n Y2021 j0ppr ReMsio 2020 GAF Mrensel start Robert terminal John w. ISnaMm, RE 09/282020 00212020 101=020 11/16/2020 Approved 19 a Therma-Ter Fbak Classic and Smooth -Star Nominal 6&a99;9 &quotNon-Impaotilquot Opaque 1213112022 No Yes NO NIA Calegay: Panel Wells ($09) 54"359 PE-81602 (352) 5e7-2526 Cregay: panel W.n (330)gn.23e0 PE-43409 (9131767-Ba55 Category: Rapng (600) 705.3411 PG 56i6s (964) 7Ye-6224 Composite Edge Fiberglas Single Door with "Cal"(11r. Going ehed.dl.rcloNitjamashad aulocid gory: Score nthanpaan(lialaid..ean ai.bCragary. Asphet 9nhptf metiehilwoom Sidettie(s) QnawngrOute tomes XO, OX or OXO Compliance MemaQ Evaluafo Report lam a a- Covptl Meta Method: EVenuMbn Report from is Complisrow Mahad: Evkuslim Report from a Continuous Heed and Sill configurations) Florida Registered AroMn ore U-too Flands Fitd4a Regiated Amli a. Licensed Floods Florida Registered Aro6ect a a LbenSed Flends 20 t Themm-Tru Flber-Cln&IC end 6m0otIvShter Nominal 83M,0 bquatNon.lnpsd&quet Opaque 12f3l/2022 No Yes No NIA Pronisknd Enghea professional Enginen Professional Engineer Composite Edge Fiberglass Single Door with 5dalie(s) (Inswnp/OWswrg; XO. OX a OXO . LItl BWalut =: EtYAMta Continuous Head a/1d Sill configuiaboo s) QMMK Amurarow Approved for tin Approved fa Us, aBm 209Mp lamb Aawreisve A2W..d fie use Assrated for Use IMgai. Won Aiaoved IN the Amsted for Use tg]OSCl 2NO 21 a Therma-TN Flyer-GiawM and Smooth -Shp d&quot Glazed 12131l2022 Edge No Yea NO N/A Atad! PrDdmtM alItamb�W NM J'lplMl a Contract le In KVKZ Rtelm ant g7aY&s Bank Pladual Mo49 mu". or No- Product pwrtottol Contused 949rrloo 20. h1 HVHZ Dubs NNIi RpMnN Pre".. Ai9A wodAK Y°d.i- Nnlhn a N.n. Comd Elicitation Ode 1. EVHZ g � eQaagp, Cominal posite Fiberglass Slhgl Composite Edge Hberpbw Satgle DOot w+m 9cW&9(%) ornoWnWOUbWrg; XO, OX a OXO 1 Cempl.nt Lep &dap ibo-camsnt top.taig 12/J12023 .NVH1Z V. Y.. NIA WA 1 & &Qua�TBquoC Bola Venl m$did Viryi ScM 12f312023 Ns Yee No NIA 1 GAF Aphelt Roof Shlnples Fbna.es ralaacad 34ae, Irnlnketl. 5•teh entl 72/182072 No vita M1A WA Continuous Head and Sill con5pure itar ) 2 Hed.Plenk Lap sitting ibex -cement lap along 12At/2023 Yes Yee NIA N/A 2 D. &ord:Allbnca T"Wol. BONN Vanl a Sold Vmy Sara 12/312023 No Yes No WA nlpdkdps #when NhOef 22 v.Theme-Tru Fiber-Clssi is and Smooth-Shar Nominal 88A39.0&gLz)tNon-Irrpsotaquot Glazed 1213112022 No Yes No NIA 3 c,&qud;Cromonal Vintage&eded&s311 SeIN Vent or Shcd Vinyl Bofa 1Z11R023 No Yee No WA Composite Edge Fiberglass Single Door with 4 d &pud:D5Ldk aL Saint Vail a Sold Viryl Sam 1201/2M3 rb Yes No MIA Sidelitil Qnswng/Outimi g; XO, OX a OXO 5 e. &qud:Cheder Cak&qud; Sant Venl tar said Vinyl ads 12/312023 No Yes Nv NIA 23 w. Thent a-Tru Fiber•Clank: and Smooth -Star Continuous Head and 511 configurations) Nominal 6&039;3 &quot Non-Irrpect&quot Opaque 12/31/2022 No Yes No WA 6 f. &qua:Sup.r Spei&quet Bdfd Venda gelid Vinyl Sots 12/312023 No Yes No N/A Composite Edge Fiberglass Door Panels wish Vented SiddLKN (Inswnp/Outswng; XX XKX or XXKX configurations) 24 x. Thermal-Tru Fiber -Classic and Smooth -Star Nominal 86a860 &quctNon-Ihpalx&quot Opaque 12/31f2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented 9"itio(s) (InswnglOutewtg; XX, XXX a XXXX configurations) 25 y.Them+a-Tru Fber.Clasle end S-citMSar Nombule&a39;88(IubtNon-in"dBquot Glazed 1201/2022 No Yes No N/A Composite Edge Flbarglow Door Pa Ma Met Vented SdsIbKs) (InswnplOutewkg; XX XXX a )000( Florida Department of Business & Professional Regulation Pays I al Florida Department of Business & Professional Regulation Par.1 cr1 Florida Department of fluslnass A Professional Regulation pope 1 dirt IxKfigurafona) Building Codes and Shrldords t0am102+ Building Codes and Standards 1i812021 BUllding Codes and Standards 1a+m2+ 23 z. Themta-Tru Fber•Classic and Smooth -star Nominal B&a�;08gtJcCNon-Inpeol8quot Glazed 12/31/21T22 No Yes No NIA 9 Composite Edgs Fibeglsw Door Panels VAth Vented SkWto(s) pnswnp/Outawnp; XX XXX of XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Data 11 cadlgurations) - 27 za.Therms-Tru Fiber-Oassic and Smooth -Sur Nominal S&I39:8 &gtlotNon-Irtpacl&quoY, Glazed 1213t72022 No Yes No NIA CompoeKe Edge Fiber llow'Single Door wth 3sMD Sdelie(e) (Insnng/OutarAng; XO. OX a OXO .. " . , . .. _. ,. �.. _, ,.. .• . .. o0nflguragons) Sra9! rocky pals Arts ode PSaf9Qe 18ta t:e94 tingly or Rut Raft ast to" Rua Gait 9 thly or 2n a" Dare Ilsadw go 28 zb.Therms-Tru Fiber-C1areie and Smorim-Smr Nominal e&XM;S SnIUMNon-ImpaoMquot 019M 121310022 No Yes No WA ]y9L Version kUrd ,- Endi w&Ucen. VeadWd a. wag ggail(gat FACAm d A T= Ylden MWVIWAum 991AL Lndnara Ur , XBLMbwar xdw" gyps= FICA -raid Missing *am TV- Verson IihnpfNeg'. Called! 6talnfor b Uearoe Vol"ed au van fAM**dd F&C Amrovr A rgg_ stm Coss Edge Fiberglass Double Door vim Pie dig FibA ReMeMn 2020 TAMKO Balding PfOdud9 LLC Kam EOsn Robot NWmtnen John W. Kneel PE 100042020 OB292010 10n22020 17/152020 Ppprowd WeMslan 2020 L V Thompson. Inc. I'De Thompson A/Ch00CWrd Tony (TnNrosn Zachary R. %Nat Sl.nn M. lJno. PE OB'17f202O 0a'/82070 0927R030 17n5r1020 APPreed ReMabn 2020 Floods Meat products Ind. Clark Joft James L. Bud11r P EQ 3aysn M UMI. PE 06272020 09232070 10,D42020 t7n02020 Appratea 3&03908idelllee 0nvoingiOutswng; OXXO Category: Floating call)924-aB4d PE-59105 (054)772.6224 Marks Conpany(TAMCOI 1613)246-34M P&74021 017)3174454 callow. Apollo 1904)7834400 CBUCK Enpn.rhg (717)317.8454 29 u. Therma-Tru Fiber•Chssio end Smooth -Star configuration) Nominal 6&a39,0 BquotNon-impad&quot Glazed 12/3l/2022 No Yes No WA 9uhplpory: UrdsrlaynaHs kin eden@lerMo.com Cate": ROMO aubCeteliory: Rooln9 Aaaneales that lie an tony0gonslalmo ng.can aubCd.gary: Raving Acceseona that nor an Integral Part arsine Rtwang Byrom dakg)eame-cm, P9-31242 Composite Edge Fiberglas Single Door with 3tbP3B;D Complerive aleslod Etebatlm Repot tan a Intaast Pan athe Rating Sykam Completive Nrhod: Evaluation Report from a Sdelim(s) Qnswny)Outewng; XO, OX a OXO ct oil Ueansed FlerW FIMOs RegProfessional Cnmpllrin Method: C-VeNwOri Report tome Flplea Ardnact a a Lironsed Florida 30 zd. lherme-Tru Flbsr-Classic and Smooth -Star O0nfi9 urab0 Glazed 12/31/2022 ;0&qurglass No Vn No NIA Prdeseiand Enykhsn Eirer - Floods properties Arddtion as U-sad Florida PrdaKbMl Engineer IaNI Engineer Composite Edge Fiberglass Double Oacr with Composts Double idil.?:ult � - : Proraaoond Engine. Ei�ammat.ernlina 38YL4B;0 Sbelltes(Inewrg/OutawnA; OXXO yagggpp# Appr.ved tau.. I;Ilgi�.�ums configuration) lal Product Modal. Number or Mama pp r, G+otpct,6 ode Aao�tderyaa Mu" 1. M" $gYdle, H Qdj IdWYaIE pMMD I� Capital Assurance Amoravedfor Use Aporondfor Use iNgt4t i2aI1l� 31 2& Therma-Tru Flber.ClaWe and Smooth -War Nominal 7b939;0 b uotNon-Im uck Shaker 128112022 q Pe�9 Seriesi;ompopne Edge Glazed Fiberglass Single No Yes No NIA 1 TAMKO Rod Underlsymnb(HVIR) Roeluntl.daymanb rause n FBC MVPIz i78/A2023 Y. No NIA WA Aaad prod�.+Mmtha lth_:.er erirrna Q dV Assurance J�pM(pL,l�p SQL Am ondfor Us Approved fa We 10.19QM $d>M�M 1MaaGl 11aWiad Proaz Plaaalld AlaB 3 irsdxJ MDdd. tether a isms 3•Ft.AMCO bqud:RV in Rlalge WN&qua; $aa142eac0Alan Gglt[a12r3lr[su�! Abiinum RklpeWNt far Maned MIS bN+mhd 12I312024 Y2ltYtlZ 2Wa1p111mi ALautatY NO V4e No Wnlitt. NIA Door Werth or Without 1"39;2 Sdelks(s) jurisdiction. 1 TAMCO Fld Tap 01aPodpa Veer with Bede lot Tie 20 pL el"C roof venflela with berme OaVB202a Y" V" NIA WA Inc. 0 (IM Al-- (Imarwng/OubNkI X OX XO or OXO configurations) 2 TAMKO Rod Undedaymalts(NON4 V HZ) Red undedaynants W use h FBC nosh-HVIC OW202M No Y. NIA N/A 2 TAMCO OcenereckveH 28 gL 091,09a 6 No Y" N/A s0/-52.5 jalsdobn. 3 TAMCO Off-Rldgo Roof Visit v.4m Skills 20 gut. dahorot11ver8a}a oft integrated ba}M OM2CM Yes Yes NIA NIA 4 TAMCO Round Top Off -Ridge Vass wish Basso for Tlb 20 0. daft roetwedliala with be61e OBYOB M Yes Yes NIA NIA Florida Department of Business & Professional Regulation Pays 1 at FlOrlda Department of Bupiness & Professional Regulation par 1.13 Florida Department of Business & Professional Regulation Page 1 a 1 Florida Department of Business and Professional Regulation Building Codes and standards ,n 202 Bui Idi rig Codes and Stands rda 1r72oz1 Building Codes and Standards ln520Z2 Building Codes and Standards 3/15l2022 Product Approval Appacation Detail Product Approval Appiicallon Detail Product Approval Application Detail Product Approval Application Detail III miss= Leapt BM Yg01pg CdI" rasa gogtmLLUMM vmdm der( Act! 20 Date ItiondDg INN lag" §Mko= FBC Anthers haRi g a" fmaa TaBa Venom • RaDtduuga Eoggt.9L - fBfad fmlp gatidoma Validatedav -Alta Act 29s.5rnW0a Vagydag gdjZdW FACAmmrr go AgeraYM aLWf g89A ,Ina ygjgg. Mapuagggug Erg" W gapjggt Engineer LUc,ns# Validd"By M 090 aft pending 20 Validated Sulpen ided FBC Approval AB9Lov4$ A"A FW5259-R31 R-no. 20W Lanni Kenn. Jdlay Jana L Bud- P.6. Steven M. Uncih, PE 1123M20 11232020 11=020 ding FTBC Apa• R"skpi 2D20 B-1 Finding And- Robn IAPNO U.ff- Evalustbn GayW Walk. 1IA32020 11,022020 11ID612020 ApVcn ed R-1.1cm 2020 Global Protection Products, LLC. Ti. Robinson Walter A Tilt Jr., P E John W. Kneeevleh, PE 09/08r2(20 09/0812020 101011/2020 12M512020 Approved t& 20 DAU p= Status Cdepary: Roc4np (501) g836163 PE-31242 (717) 317-8454 Cetapoy. Rooting (804) 3808081 SeMoas LLC (205) 85/-0160 Category Shutters (954) 389.7545 PE-44107 (954) 772.6224 ,�Y![41gi Manufacturer C Engineer V&HdatedBK a Pending ARDfOVBd Approved LmCetapTReWnp Accnawtnd roan Roofing System kjatley@kmancocm aubcrfgery Romigroes Miami RadnMticwnQbad oo m 2BbCpory Storm, Pawls Cam Method Evaluation Report from trnrobineon®pppentwm Revision 2020 POLYGLASS USA Maury,Alpert, License John W . 1DY26I = 10/22/2020 F13C 12JI512020 Imapri Pen ot6is CarlpMnee Nrhod: EVkustim Report soma Carlpurw 6vdukim Regan can is Product Erelualen Er% triteness it Fbrlda Ragimrsd Arch &edaaLicensed Florida Category: Roofing 5954233133OSmalperb®polygiass.com RobertNieminen Knezevich, PE Approval Florida ReyderedArchitect aaLiceneedFlMG ` Prds.eionalEngiwar Subcategory: PE-591 as (954) 772.8224 11/01/2020 Prdenicoat Engineer Chi P -BbFrodupu Undedayrrl9rds lumagaLsom" Quality A&� Approvedliyill . Amro am g�pp Use AoomtM Per Use Aporoaed forHVHZ onion Compliance Method: 9lMm�nuaBta Amrswtlla Use AppraiMd for Use Impild gMlm jlas& 18 s ..err~,. Yehl. NI_:_er r Itmn 6a.any • snake. Sale, Counby pat. &pl ore EThpIIVI L GpOaaclAlegla�a{! 1 R ls- Oanw. co 12A1202o al.Fl)Dlz de MVMZfor N. Y. A MIA MIA E1aLWCs WA S�jte _s Product Modal. Number or Norma Slovel 60atia on Product Descrlpton COrttract Expinaon Dats ImYAgL In HVFQ outside HVFI2 Rsa a re r Proor Evaluation Report from Let am that, -, N- aRaKtamulao I, MVMz p aalaamgu Aafiaard PdiY/Y Thatch &amp; "Pad 1 20 Gage Galvanized Steel Storm Panvl&MVHZ Conugated Galvanized Steel Storm Panels retained 1213112U22 Yes Yes Yes N/A a Florida Registered 1 peck -Ale DA4 a TRI•Built D.ak-Air DAJ Lis P.R., Pdypmpygm. Mastic, Rod Veil 12/102026 No yea N. 97.61•B75 7 lab. 9.ny 600- BShsks &amp; SON Shake Fiat Polls-BtoeHen CA 12/31202D No Yoe NIA WA or not by tracks to provide hurricane plCMction. Architect or a Licensed MechammlyARKINedle Pr&oid Deck. 1& Baxahy 600 - Slats, Shoe &amp; Spit Shake Flea Profit - Risht, CA 12/312020 NO Yee NIA WA 2 24 Gage Galvanized Steel Storm Pk MIsINHVHZ ComUgdsd Galvanized Slssl Storm Pawky ratairted 12/3112022 hlo Yes Yes NIA 1s Sucny Tag - Shake, &de &amp: Soft Shake Flo P.M. - 6hoi CA 121312020 No Y., NIA WA or not by tracks to provide hurricane protection. Florida Professional 20 se.my 7W - do..., &lee &amp: son Shake Flat Pro t- Pblic, CA 12al2020 No Yaa NfA WA Engineer 27 Tpn EApanf / a. -I.. Hch Prdl. - Kay. TX I2(312020 No Yes MIA WA FLM26"31 Products 28 Vlb Lw Prdaa. Kay. rX 12/31=20 No Y.. NIA WA 88 Product Modal N rnbw or Name gg� Pradtkt Desbri lots ggn IS ration RO IOU"_111 yes -SLIM 1 Polyglass Roof Underbayments Rooting undMaymelas 10121/20M No Yes WA 4WA/-622.5 1 Polyclass Roof UndeMayments(HVHZ) Polittrass roof unclMaym ergs for use In FBC 1 2`23+2023 Yes No WA WA HVHZ )uricdb&Xke. 2 Polydass Roof Undeftyments (non4lVHZ) Pobglass roof underlay hefts, for use in 12f2W=3 No Yes WA aWAI-M.5 jurisdictions. F&C nDMrod Florida Department of Business & Professional Regulation Page I d I Florida Department of Business & Professional Regulation Pa.I oft Florida Department of Business & Professional Regulation Pepsi al 1 Polyglass Roof UntleMlymMts (HVHZ) roofundMaymsnts for ue4rin FBC 11/23rt023 ref and No tea tea Building Codes and Standards 9 lMtn22 Building Codas and Sandards 1n1co21 Buildi rig Codas and Standards 1l12021 HVHz jurisdictional. HVHZ 2 Polyglass Root Unoedayments (non-11VI-I2) Polyglase roof unoMaym ants, for use In 12/21=3 No Yes WA +WAI-022.5 Product Approval Application Dortall PfoductApprovml Application Debit Product Approval Application Derail Fec nort+NHZ judsdldlaM. 1 Polydass Roof Undedayments (HVHZ) Polyglass roof undedaymeras for use in FBCI212Y2023 Yes No WA WA HVHZ junedictoro. 2 Polyglass Roof UnderloymMts (non-HVHZ P*glass roof undMaymenss, fa use In 1212Y2023 No Yes WA 4WAI-622.5 Entiar or 20 20 Date Pandina 20 GPI. Firm W A* pia potp2nam Do ygfa Early er Aga Ags pauhal&. aft FBC non-HVHZ jurisdictions. rye VeralOn Manufacturer Corlact Engineer UOeraw Validated 9ll Validated I +I FBOAooroval Approved &tMUll 151011 Worst= laiatlag" War" loswwj Aum INWAS r xwamma lyrogWag FSG,tlpg(ylM dgggyg aibB mm varound MunnufK)Nra FpomELLLOW ythLosuk ALUEM PW Amrpvr Ancient! gmu 1 Polyglass Roof Undellayments (HVHZp Potyglass roof underlayments for use In FBC 12/23=3 Yes No WA WA Rai IHKin 2020 All Arnancon Shutters and Glass Mite Barbieri Frank L. aennazdo, P E Troy saincip, P.E. 1OrA12020 101152020 11/0512020 12)15/2020 Apprised Reneges 2D2D AV. Stuart Lewd. ICC &veluenm service. LLC Willem M transit. PE 10131/2020 t 1:11221X)20 11,05r1020 11135402o ApPrwed Rnteen 2020 Ca11im rdd Concrete Producl.me• Room OIU. earlier A paenDerg John Ha/ I ZMG 020 1211ert020 12fMO20 dng FBC Appn HVHZ jurisdidiase. Category: Shumate (501) 712-0862 PE4D46549 (954) 947-O W Cdgcry: Structures Components (321) 710.3377 (407) 601.1917 y:rf.Prostructural= (e13) eS9J7o7 PE-34z15 (352i yes-6311 2 Polyglass Roof Undedayments (non-HVHZ Polyglaw roof undersym at,", for use to 12Q312021 No Yes WA aWAI-=.5 SubCategory; Storm Panels mlkeb�allemerbenshune 9Vbcd.gc ry: roe. Rate drMs®alpn.w.eom ILOCIO Introeds aubCwtpry: Produon IrtroWdea ore a Result of pr. eaagala@yclgp.vpm F8C non-HVHZ jurisdictdow compliance Mathod; Evaluation Repot from a goo, Compliance Y.th.d EvW..t-Recant tan. Nfw TaWtn.ldyy Florida Registe od Architect or a Lkrariaed Fkx'Ida Product E.1ation Emily ConallortaNemtd: Evdualo Report Botha saia Prefwl Engineer Floods Re9lsb led A,.hft d Or. Licensed Flald. FLA1101a4111i cmlm Prdaeslond Engm.er 9uday Assutw Approved for Use Appraisal for Use "Doc DD*d- FIJI774.RrkodlMle Qggap�ence Spgrovadforliens AWMWdforUse ImplacI De lac tNal PmdLKIDescripYpg CortrY3AMN 996 InHYNi, .4laddtHVM R#Wstals 1P $OR a Prgduct Modal, Number whams Product DMCriptim Oontracl fiXplfafon Da011 to HVHZ calm@ HVN2 plc C Interview 1 =2tModal-Numbersthiss ITN BCG^k Hylin alranpin lH &.mP' S) Metal Conned. Plot. 12/7121Y21 Yes Yes NIA NIA 2UML&UWAM A�1erRas &NLQMadZ ft trail !omm 1 24gs GaNankod Steel SO- Panels 249e GaNanlrsd Steel Storm Panels 12/312022 yes Yw Yw WA 2 ITW SCO/ApM Nag. Rafe McMI Connects Pleb 12131202/ Y. Y. WA NIA Alai Mpol=. Mod.L eihn a Naar. �_.. 13LSdI61aD G20aacU�gltllgttaBt outMM HVHZ tidLtQ1I 13idleta EuaWts 3 ITWBCCJ/A mTNIa Mehl Cariettor Plate 12/311024 Yes Yes NIA WA 1 Qiany Premr a Commercial Comm.Product. Proton and R.ebm a"etl Copels Unteb OU252024 No Yee NIA N/A 4 ITW 9CG/AJpn, Were Metal CAmacter Plat IM11=4 Y. Y. NA NIA Florida i eperhnant of Business & Professional Regulation Page 1 d2 Florida Department of Business & Professional Regulation papal d1 Florida Department of Business & Professional Regulation Page 1 02 Building Codes and Standards 100=1 Building Codes and Standards 614=21 Building Codes and Standards e2e2on Product Approval Application Dealt Product Approval Application Dealt Gffi4 Product Approval Application Datall ErlaLer )Lit rota dLtePmlm pYl £4rfa Erdlty Or dills dell Dec. larri+ega Ads Goat Ithatrat DAR Asa Data P-4- 292 Sy9L Version HimullgWrim %gd.a bdlgKA MU Validated StYitAtlYd AIfImIgW P.001L s_'al 4g0gyag ate a lyFt yffiMU anufalura BmM.t b Ucenn y, gZ VdidgM MAMIL 9 P&C Amrovd App[gytd ALWA ,boa Version IfJglfOdlOL GpWOd EC lLLLloorma Vdldatad su l b lft g MAmmi d moved DjAS RSNron 2020 MIT* Inc. Din Walgen ICC lively Ittio Bill**. LLC [CC EvkuAUW Service, Dan II2021 OBAGM21 oen2m21 Approed R0,40M 2026 W."'haeu.r Rob B.Idnln ICC Edustlm Bowie. LLC ten Lelrsr, P.E. 01A2=21 10113=20 02MY2021 ApprGted Affirmation 2020 AlpM Aluminum, Inc. Jose Blvd Luis R. Loins Signal M. With, RE IIM BM20 IIJISM20 1120/2020 Approved Carlow. structural Concosrls (952)869-8635 LLC croo w. BhWlrel Carpanerts (253)0244478 t90B)839a288 Wall, Category: Panel nePE-82514 (7/7)3+7-Bt54 subcoagwy: Trues Ran nwlden(r?Ml=in (203)59o•a80a subCdaaerr. Engineered Lumber Rcbnt.9oldw eneysmis m l Sa aCalaRlts u •gswiuumne®yaho C4xnpllrxe Method: EVNumlon Report from a Compnenn Method: Evku tch Report from a awe p.m Yte. Method: EVMUwaI Recap rem o.van product Ewluedpn Entry Produot livalwap) Bn% FWla6u6 Rephlsrod ukrchbed a • Licensed Ponds FL/di2MI prafiactf - Praessirnet Enenen F/asla7.al A0mob aumA!1[7CQt Anonov.d I/w Approved forHY the Impact � Qy116f Museum Amaved rr taw AMMM ter uw IMatGi dLlrofftdwb a.ae pretludModrnantetoPam. jy$acilafgll CoerdFmletlmlyNf z lallYaL 2JtL P1l�lZ! AtiaA Reduet Yod.l NumM or Matte Corerd ExpirMlm ode lfthy Jz outside HVHZ j literature OmebAeosMxe Approved for Ues Approved too Un IaOacS 2alOB 1 M19AH5 ie 9e. klph alinpth Wse wrin.da pet 12/312022 Yid Yea N/A N/A 1 Mcrolem LVL Laminated Veneer lumber 031312023 No Yes NIA NIA AaaA RoAtt Ytml kiartr a Wmo JY90MllT�lw Gtillltad.ea91(llae.mLL IdIflR1z ibili�L� J11fliVlt EffiYlra 2 M1BBH8 18 w. Papa AIDA strength wee connector pale 12A1f2022 Yes Yef MIA NIA 2 Pardbm PSL Par.Ml strand Lumps 03/31/Z023 No Yes NIA NIA WA WA I Alpha NdWnum Bdltl Banp. Vaned AUminum 8o01Y Alpine Almligunmeolld Vented Aluminum O1/302023 No rn No MIA MI 16 10 Cr. raw anneao pats 121312022 Y" Yes N/A N/A 3 / TlsbrBh.ntl LSL TJ Pom Bwrtl Lemnetal 5usntl L-lberLute OW312023 tie LutlDers Orknhtldronl 0313t2023 Na Yes hb Yes NIA, WA CMU &. nap; Wood trip; 9amv CMU &amp; Wood Wood 4 MT1aMs 199a. high ssenoth truss connection, pat 12/31=22 Yes Yes MIA WA board Board bold Pom trend 5 MT2pHS 20 9& high sho lh truss connector pate 12A+2022 Y. Yes NIA WA 5 VJayembentH Rlm B"rtl dlmletl 6tsM amid Rm Bard 03112023 No Yet NIA WA 9 TL1B. MT1B 1s g. trust-ned. pat. 1213;*022 Yes Yes NIA NIA 7 TUB, MT20 20 9& hasconnector plat" 10 022 Yea Yes NIA WA May 27, 2022 t�0+ ^W W (a U Q Q 0 0 I..ise to C a) =3 70O � cu to LO 0 0 0 •�^' Cn W Cn O U^ 0 Li. 1E i^� .� �! VJ Q Q Z Z W J C_j 0 A 00 '1 +1 V • d r1 6/ a� Q- f� s � � i ` r at y Y Cn L E CD Z cy) co > L CL O Q Q L� U O Dow L) C0 M O L W Q z J Z Q J t2 SHEET NO. PA 1.1 � ae� I a I I I I I I I 11 I LI 1 11 1 1 1 1 1L_1 1 1 1 1 Simpson Strong -Tie 2020 FBC Approved Products Updated I?r4tllmo cmFor davit Inks to vl SOT approvers Ieted below, CLICK HrRE, Fa additional IrttamWon regarding FIa1148's statewide Product Approval System end Msml-Dade Canty Notice of Acceptance MCA). CLICK ri tRE Phut at" Product Modal. Numberor Na ne Product Description 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw Seal Producthladol- Numbar or Nama Product Descnrttion I SD10112DBS Outdoor Accents Connector Screw 2 SD9112. SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 3 5D9112S5, 5DO2123S Soong -Drive SD Collector SS Screw 4 SDCF22434- SDCF22512 SDCF22614, SDCF22700. SDC-22858, SDCF221014. Strung -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF27108, SDCF272368 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP228W, SDCP22912, Strong-DrveSD(;PTimber-CPScrew SDCP221100, SDCP221134, SOCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drove SDHR Combo -Head Screw 7 B0525112 SDS26134, SOS25200, SDS26212, SDS26800, SDS26312, SDS25412_ Strong -Drive SDS Heavy -Duty Connector Screw SDS255M SD625WO,SDS253M a SOS251126S, SDS252008S, 6DS252f 2S8, SDS25300SS, SD625312S8 Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DrVeSDWF Floor -to -Floor Screw FL*IQM7-RB AS" product Model. Number or Name Product DeseAotlon 1 ATR318, ATR112, ATR6/8, ATR314 Threaded Rods 2 ATUD5, ATUDS-2,ATUDS, ATUDO.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3f8-2; BPI/2, BPI/23, BPS/8.2, BP5/83, BP314, 812314-3, BPRTUD3.4 Bearing Plates 4 CNW3i8 CNW112, CNW518, CNW3/4, CNW5/8-1/2, CNW3/4.618 Coupler Nuts 5 CTUD55, CTUD85, CTUDW CTUD75, CTU076, CTUD77, CTUDST CTUDW, CTUD97, Coupling Take -Up Device CTUD98,CTUUW e N3, W4 NJ, Ne Heavy Hex Nuts 7 'RTUD3,.RTU13ag,RTUD4,RTUD45, R7U06, RTUD8, RTUD7,RTUDB Ratcheting Take-U P Devoe 6 TUD9, TUDiO Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tkrdown System 11 URSA 112" Upin Rod Run Tledown System 12 URS5 5/8" Uplift Had Run Tledown System 13 URSB 3/4" Uplift Rod Run Todown System tLiNjow-file Magot Model. Num bar or Name Product Deacrurtlon 1 DTT2 Hold-&wvn 2 HDC1014, HDCIQ= Holt -down 3 HDQ8, HH0011, HHDOI4 Hold -doom 4 HOU2, HDU4 HDU5, HDUB, HDU11 HOU14 Hold-down 5 HPA26, HPA35 Strap -style purlln anchor e LSTHD8, LSTHDSRJ Stap-style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style purlln anchor 9 PAIS, PA23, PA28, PA35, PA51, PARS Strap -style purlin anchor 10 PAI18, PAI23. PA128, PA135 Strap -style purin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. ETH014FIJ Strop -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/50/1020 For t#ect Inks toallSOT approvals Isted belmr,.CLICK HERE Fa addtwnal information regarding FlondatiStalewids Product Approval System and Mari -Dada County NOWA or Acceptance INCA), it I;6 ,,,cgs,. 21 LB sense hangers Top flange mergers available in width of 1-9/le" apd heights ranging from 6-3/8" to 15-IW' 22 L13AZ sa iss. hangers Top flange hangers available in width of 1.WI6" and heights ranging from Q V16" to 13-1/8" 23 LEG3, 1,EG5, LEG? sense hangers Top flange hangars available in widths ranging from 3-1 /4" to 5- 710" and heights ranging from 9" to 33-IM' 24 111 ME07 ewers hangers Top flange hangers available in widths ranging from 5-1 /4" to 8- 7/6" and heights ranging from 9" to 32-1/7' 25 MIT sense hangers Top flange hangers available In widths ranging from 1-9/18 0 5- 1/8" and heights ranging from 9-114" to 24" 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9118" and heights ranging from 3.3/8" to 7.1/8" 27 RR Ridge ratter connector 28 WP series hangers Top flange hangers ovelmble in widths ranging from 1-9/18" 0 7- 1/8" and heights ranging 9.114" o 32". FLOICOSO-R8 Product Model, Num bar or Name 1 ABA" ABA44R, ABA46, ABA48R, ABAW, ABABOR 2 ABU44, ABU44R, ABU46. ASU413R, ABU5.5, ABU5.8. ABU65, ABU66. ASU86R, ABU88, ASUB8R, ABWO10 ABU1171OR, ABU1212, AElUI212R 3 ABW44Z, ABW44RZ, ABW4$Z, ABW46RZ, ABWWZ, ABWWRZ ABW7-7 4 AC4, AC4R, ACE4, ACB, ACBR, ACE8 5 804, BC48, BCOL BCB, BCBR, BCS, BCS2-214, BCS2-31e 8 C644, C848, C848, C888, CM 7 C05044-SDS2, CSSQ4e-8052, CBSQ66-SDS2, CBS086-SD52, CBSQ8&SDS2 8 CC, ECC, ECCU Series 9 CCQ-SD82,5, ECCQ-SDS2.5 Series 10 CPT44Z. CPT86Z, CP788Z 11 EPB44A, EPB44, EPB46, EPBW 12 EPSAZ' 13 LCB44,LCBW 14 LPC4Z, LPC8Z 15 MP8447, MPWZ, MPB178Z 16 PB44, PB44R, PB46, PBW, P968R 1 T PBS44A, PBSMe PM66 18 PBW PBViO 19 PC4415. PC46-18, PC48.18. PCe4-18, PC88.18, EPC44-16, EPC48-18, EPC48.18, EP084-18, EPC68-18 20 1 PC4R7, PCW, PCBRZ, PCSZ, PCBRZ EPC4Z, EPC4RZ, EPC8Z, EPGBRZ. Elpi EPCSRZ 21 PPB44-4Z. PPB44.6Z 22 RPBZ FLtMfOKS.RB fig" Product Model. Number or Name 1 F.A. FSA 2 FRFP 3 31-I464, GH4R8, GH48.8, GH48-8, GH410-S, GH410-8, GH66-8,411-168.8, 41-168-6, OH% 8, GH610-6, GHSIDA 4 GL56A, GLWE, GLWC, GLMD, GLB7A, GLB7B, GL87C, GL870 5 GLBT512, GBLT812, GLBT516, GBLT818, GLBT520, GBLT820 8 HGLBA,HGLBB,HGLBC',HGLBD 7 HGT-2, HGh$ HGT-4 8 1117P10-SOBS 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.114" tog-ir2" end WZ ranging from 3b/8" to 7-i/2" Screwed column capswlthi W1 ranging from 3.114" to 9.112" and W2 ranging from 3ZM" to 7-1/2" Concealed Poet Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Bass Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofft Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plata Heavy Glulam Beanng Plate Heavy Girder Ttedawn Universal Foundation Plate Universal Raibofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12rSD o2o For tlaedt Inks to all SST approvals Noted below, S' Irrt HeRc . Far 1114-el Intamation regarding Flonde's Statewide Product Approval System and Nlamh4l)sde Canty Nodoe of Acceptance (NCA), COCK H ERE F010446-R6 ,fig, Product Model, Number or Name Product DescrIgUl 1 A21, A23, A33, AX A36, A44 Angles 2 APA21, APA4, APAe, APVA21, APVA4, APVAB Outdoor Accents Angles 3 AP844, APB44R, APVB66, AP888R, AP888, APSWR, APS101D, APBID1OR, APVB44, Outdoor Accents Post Bases APV644R,APVB66..APVBMR,APVB88,APVB08R,APVBiD10,APVBIDIOR 4 APDJT2r4, APDJT2R-4, APDJT2-8, APDJT2R.6, APVDJT2 4, APVDJTZR-4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-8 6 APHH46,APHH0R,APHH8IQ.APHH61OR Outdoor Acdenta Heavy Hanger 8 APL4, API-8, APT4, APTS, APVL4, APVL6, APVT4, APVTB Outdoo-Accent; L and T Beam -to -Column Ties 7 APLH24„APLH24R, APLH26, APLH2eR, APLH210, APLH21 OR Outdoor Acoents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CB74Z Concealed Beam Ties 10 CJT34 CJT4Z, CJT5Z, CJT6Z Concealed JOIsTTIM 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 19 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 16 GA1- GA2 Ousset Angles 16 H2A, H2.5T, H8, H1OA-2, H1OS, H14, HGA70 Hurricane Ties 17 HCJfZ Heavy Concealed Joist Tip 18 HH4, HH6 Header Hangers 19 KBS12 Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, L57C, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2812, LSW20RZ, LSSJ28LZ, LSSJ28RZ LSSJ21OLZ, LSSJ21ORZ Field ACturdable Jaok Hanger 25 LSSR1 81, LSSR2 1, LSSR2 37, LSSR2 58. LSSR210-2 LSSR410 Field Adjustable Slopeable/Skerwable Hanger 26 LTP4, LTP5 Tim Plates 27 ML232, IVII ML282, ML282. ML2107 Angles 28 MMHB Roof Tle-Down 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 31 RSC. RBCP Roof Boundary pips 32 FIST-8 Roof Tie -Down 33 RT022Z, RTC42, RTC27, RTC44 Rlgld Tie Connectors 34 STC. STCT, DTC, HTC4 Truss Clips 35 TJG37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel SWonar Clips F M10447-RS Sgq-t Product Model. Num bar or Name 1 AHEP 2 DSC2R-SDS3, DSC2L SDS3, OSCSRSDS3, OSM-SD93 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2 2, HHRC42, HHRC42-2. HHRC411 01, HHRC44, HHRC5.25M.25 HHR05.37/312, HHRC60 e HRC1.81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24,T026.TC29 11 THA29, THA213, THA218, THA218-2, THA2224, THA413, THA418, THAC416, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.31122, THAl2.0&22, THAl2.1122, THA1222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA28, LTHMA 15 THJM2.4SD.S3, THJM2-5-SOS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VP", VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products For dkeet Inks to all 88T approvals Noted below, IrK HER For additional Inrdrhhdaan regarding Flanrre's 8tatewl4e PrdQwit Approval System and Ma►-DadCoup tyNotroa Updated 12/30W20 of Aoce tsnee (NOA). CLICK H CRC FLNI0486-RB AW Product Model, Number-Gr Name Product Doscripton 1 BT, STB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 C514, CS16, CS18, C520, CS22 Coiled Straps 4 CSHPIB, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSIP, SSP, TSP Stud to Plate to 7 H1, H10A, H2.5A, H3, HO, H7Z, HIS, HIS$, HIS-2, HIS-25 Hurricane Ties 8 HGT-2, HGT-3, HOT-4 Heavy GirderT(edown 9 HS24 HuuicaneTte 10 HSS2-SDSI 5, HSS2-2-SDS3. HSS2-3SDS3. HS84.SDS3 Heavy Stud Shoe 11 HST2. HST3, HST5. HST8 StraightStrajls 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTSQ18KTZ.HTSQ20KTZ Heavy Twist Strap 14 LFT-A Light Floor Tie Anchor 16 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LT820, LTB40 Brdging 16 LTS12, LTS16, LTS18. LTS20 LlghtTaaat-Strap 19 MGT fledfumGirderTtedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA2, MSTA12. MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, USTA38.. MSTA49 Straight Straps 22 MSTC28, MST'C40, MST052, MSTC66, MSTC78 Straight Straps 23 MSTC4683, MSTCe6B3 Pre -Bent Straps 24 MSTI2e, MST136, MSTI46, MSTI60, MST172 Straight Soaps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTSW, MT630C Medium Twist Strap 26 NCA200­12, NCA2x12-12, NCA26-16, NCA2x10-16, NCA2912-16 Bridging 27 RCWB12, RCW914 Wall Bra cling 28 RPS18, RPS22, RP82e Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPt. SP2, SP4, SPB, SPB Stud Plats Tie 31 SPH4, $PHe, SPH6 Heavy Stud Plate To 32 SS1.5, $62.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18. ST22, ST292, ST21-22, ST2115 ST2215, ST8215, STS224. ST(1238 Straight Straps 34 TB20, 7827, TB30, TB38, TM, TB48 TB54, 1.856, TB80 Tansion Bridging 35 TW810, TWB12, TW514 Wall Bracing 36 VGT, VGTR, VGTL Venable Pitch Girder Tiedown 37 W8103. W8108C, WS126, W8126C, M143C Wall Bracing MM Product Daecriptfon f CBH2,37x5 5, CBH2.37x7.83, CBH2.37x9.75 Adjustable Hlp-End Connector 2 DU, DHU, DH UT series hangars Drag Strut Connectors Gable: Brace Connector Hp Corner Plate 3 HGU3.63SDS. HGU5,25SDS. HGU5,50-SUS, HGU5.62SDS, HGUITMSDS, HGU7.25- Heavy Hip to Ridge Connections SOS, HGU9,00-SDS 4 HGUS series hangers Hid Ridge Connector Rafter Hanger 5 HHGU525-SDS, HHGU550-SDS. HHGU5,62SDS, HHGU700SDS. HHGUT25-SDS, Light Slopeabie/Skewvable, U Hanger HHGU9.WSDS Truss Bearing Enhancer 6 HHUS28.2 HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110 Truss Clip H HUS7 25M O Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I.Jolsts Skewed Trues Hanger Witiple Truss Hangers 8 HTU28, HT(J28, HTU210, HTU28-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HU001 81/9-SDS, HUCQ1 81/11SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310- $DS, HU00410-90S, HUCQ412SDS, HUC05.25119-SDS, HUOQS 25/11.SDS, HUCQBIO- SDS, HUCQel2-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3(N2020' For died Inks tosll SSTawfavals Noted belon,.CLICK HERE . Fa add-til infonnetion regartthg Flanda's Statewide Product Approval System and Marni-Dade County Notice of Acceptencir {NOA). CLICK HFXE FL 1488-R5 sea x Product Model. Number or Name PMdugt Downotion 1 HHUS210.3, HHUS21 O-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 14U00210-2-601S, HUCO210.3-SDS, HUCQ310.808 Joist Hangar 4 THG82,THG83,THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3.SDS4.5, THGO42SDS3, THGQH3-SD&4 5, THGQH4•SDS8 Joist Hanger e THGW33, THGW3.4, THOW4-3, THGW4.4 Joist Hangar PLIM 1473R5 Sea i Product Model- Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, HiSS. H18-2 1-116-26 Hurricane Tie 4 HETA12, HETA1e, HETA20, HETA24, HETA40 Embedded Truss Anchor b HETALI2, HETALIS, HE -TAM Embedded Truss Anchor 6 HGAMIO.HM9 Masonryretrofhconriedors 7 HHETA16 HHETA20. HHETA24. HHETA40 Heavy Embedded Truss Anchor 8 LIM, LGT3-SDS2,5, LGT4SDS3 GirderTledann 9 LTA2 Lateral TrusaAnchor 10 MET Al2, META16, META18, META20, MErA24, ML-TA40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM1e, fvTrSM20, HTSMIli HTSM20 Twist Strap for Masonry FLr11496-R5 §.2g,J Product Modal,Numberor Name ProduetDescription 1 DTT1Z DeokTension Tie 2 H012, HD19 Bolted Holdowns 3 H03B, HD5B, HD76 HDBB Bolted Holdowns 4 HTT4, HTTS, 1­1775.3/4 Tension Ties 5 LTT19. LTT20B, LTTI31 Light Tension Ties FL#18628•118 JW Product Model, Number or Name Product Description 1 SB5t8x24, 58716a24, SB1 k30 S8 Anchor Bolts 2 SSTB16, SSTB20, SSTB24, SSMS, SST834, SSTB36, SSTBteL SST820L, SSTB24L. SSTS Anchor Bohr SSTB28L FL*t3M-R4 Ssn x Product Model. NUMItI for Not" 1 CMST12, CMST14, CMSTCIB, CS14: CS16, CSIB, C820, CS22 2 HRS6, HRS8, HR912, FHA8, FHA9, FHAl2, FHA18- FHA24. FHA30, MSTI26, MST136, MSTI48. MSTIW. MSTI72, S1MST27, SIMST37, S/MST48 3 HTS16, HTS20, HTS24, HTSZB HTS30, HTSWC ST17 9 STA15 ST 18 TA21 ST 4 LSTA80, L9TA38, LST 49, L 3, MSTA , MSTA12, M , M A , MS , M A24 5 LSTA9, LSTAIZ LSTA16, LSTA18, LSTA21. LSTA24, ST292, ST2122, ST2118, ST2215 8 LSUSH325, SUSH325, MSUBH3.25 7 LTP5 8 LTS12. LTS16, LT818, LTS20 9 MSTA30, MSTA3e, ST0215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, METC52 10 MSTC88, MSTC78, ST6238 11 MTSi2, MTS18, MTS18, MTS20, MTS30, MTS24C, MTSWC 12 SB'r 50, SBI BI, SIB2,06, SJ52.37, SiB2.%, SB2.86, 8183,12, SJB3.58, S1B3.62, S/B4.06, 594.12, S/B4,28, S84.75, S1135.50 13 SBA2.12I8, S/BA2.12/10, SBA212/12, SiBA2,12114, SJBA4.18/8, SeA4.18i10, SfBA4.18112, $IBA4.18M4 14 S/HIA 15 $MOBS, SIH08K SMD103, SM01013, SMD153, $/4015B 16 SMDU4, S/HDU6, SMDU9, S/HOU1i 17 SIJCT, SMJCT Product Oeacribtlon Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mill (16 ga) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light TwetStraps Straps54 mil (18 go) Steps e8 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joint Hangers Hurricane Tie Holdowns Holdoivns Joist Hangers PMduat Desicilation Concealed hangers Face -mount (DU, DHU) and top -flange (DHLITF) hangers available in widths ranging from 1-9/16' to 3-9118" and heights ranging from 9-118" to 23-15/18". Face -mount hangers Face -mount hangers available In widths tangingfrom 1-5/8" to 7- 31B" and heights ranging from 5-6/16" to 12-718" Face -mount hangers Face -mount hangers Sloswed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 4-V4" to 153W'- Concealed flange version (HSURC, HSULCJ available for all double 2X and (X modalr.; only acute flange a concealed_ Face -mount hangers Face -mount hangers available in widths ranging from 1.9118" to 7- 1/2" and heights ranging from 2.7/8" to 19-114". Concealed (range version (HUC) available for all models having width equal to or greater than 2.9116" Face -mount hangers Simpson Strong Tie 2020 FBC Approved Products Updated 12PJ012020 Fa direct Inks to all SST approvals Noted below, SLICK HERE • Fa nouconal Information regarding Honda's Statewide Product Approval System and Mami-Dads County Nance of Acceptance (1,10A), CLICK HEn..F, 18 SILBV1,56, &LBV1.81; SJLBV2,0e, SJLBV2.37, SILBV2 56. SA.BV2.68, S/LBV3,12, Top Flange Joist Hangers SQBV3 58, SJLBV3.62 WLBV408. S/LBV4 12, SABV4.28, SLBV4.76, SILBVS 60 19 SJLTT20, SJDTT2Z, S/HTT14, HTT4, HTTS Holdowns 20 SNSreO, S1MST72 Steps 118 mil (10 ga) 21 SP4. SP8 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Tree 23 STC, DTC Truss Clip 24 TBD22 Trusa Brace Diagonal 25 TJC37 Truss Jack Connector FL113904-RS $ea M Product M dW. Number or Name 1 CCQM3.82-SDSHDG, CGQM4_62-SDSHDG, CCQM&50-SDSHDG, CCTQM3.62-SDSG. CCTQM4,62SDSG, CCTQM5.50-SDSG, DCCQM382SOSG, CCCQM4.82-SDSG, CCCQM6b0SD8G 2 ECCLQM3.62G-KT, ECCLQM4.82G-KT, ECCLQM5.5OG-KT, ECCLLQMD3,e2G.KT, ECCLLQMD4.82G-KT, ECCLLQMD6 5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.82G- KT, ECCLRQMOS.SOG-KT 3 HGUM5.25. HOUMS-50, HGUM700, HMMI7.25, HGUM9.00 4 LGUM28.2, LGUM26-3- LGUM26 4, LGUM28.2, LGUM28.3, LGUM28-4. LGUN1210.2, LGUM210-3, LGUM210.4, LGUM46. LGUM48, LGUM410 5 MBHA3.IM,25, MSHA312111 25, MBHA3.561725, MBHA35619.25, MBHA356111.25. MBHA&66/1188, MBHA3,56J14, MBHA3 66f16, MBHA3,58MS MBHA&S01i 25, MBHIA5.512M,75, MBHA5 SaMl 25, MBHA5-50/11.58, MBHA5.5OM4, MBHA5 50116, MBHA5.50118 6 MBHU3.5S19.25, MBHU3.55/11.25, M13HU355111.03. M13HU3.58J14, MBHU3.56/10, MBHU36r3/16, MSHU5.60426, MBHUSWi1.26, MBHU5.60111.88, M13HU560/14, MBHU5.50116, MBHU5.50118 FL111,113975-R8 Sang ProductModal.Numbe►orName 1 SDW22300, SUW22338,5DW22438, SDW22458, SOW22600, SOW22600, 50W22638, 80=834 2 SDVVC15M SDWC150DO 3 SDWH1930008, SDWH194000B, SDWH19600D8SOWH1980ODB, SDWHIP100ODB 4 SDWH274ODG, SOWH276000, SDWH278000, BOWH271D000. S0WH2712DOG 5 SDWS16212, SOWS16300, SDW$I0312, SDWS16400 6 SDWS19800, SOWS19712, SDWS2240O,SDWS225W,SDW522512, SDW522800; SOW622800, SDWS22900, SDW8221000, SOWS2211003 SDW8221200, SOWS221500 7 SDWS2230008. SDWS22400DQ SOWS2250OD6, SDWS22 am. SOWS22800D8, SDWS22100008 8 3DWS22312138B, SDWS22512DBB 9 SDWS2730OSS. SDW6274ODSS, SDWS2750OSS, SDWS27600SS SDWS278WSS, SDWS271000SS,SDWS27120OSS 10 SDWVI9400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Descf ga Strong -Drive SDW EWP-PLY and TRUSS -PLY xrews Strong -Dive SDWC TRUSS Screw 9aong-DriveSDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER-H EX H OG Screw Strong-DriveSDWS FRAMING Screw Strong-DriveSDWS TIMBER Screw (Intenor Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong-DriveSDWV SOLE -TO -RIM Sorew Outdoor Accents Hax•Head Washer FL*l5383-R3 U" Product 111011161- NAIMbaror Name Product Description 1 AS 18, AS 1895; AS 18S8 18 ga Trues Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector F1.015730-R4 a Product .Modal.Numberoryqgle Product Description I ET HP Adhesive Anchor for concrete 2 GAG, GDP, GDPM-60, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 POPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL., -K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-33 Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12I30R020 For d1I Inks to all SST approvals Noted below, j;JfCK MERE Fa additional information 11"ardag Flo;I Statewide Product Approval System end Morri4)ade Canty Notre of Acoeptaace (NOA), £U!;K HERE I HUS, HUSC series hangers Fare -mount hangers available In widths ranging from 1.5/8'to 3- 0116" and heights ranging from 4-5r16" to 11" Concealed flange Verson (HUSC) rivailablefor models having width equaltio or greater then 3-9M d" 12 IUSsetiesfangers Face -mount hangers available in vddths ranging from 1.718" to 3- &S" and heights ranging from 9-114'to 16" 13 LGU3.25-813S, LGU3 83-SOS, LGU6 25-SD8 race -mount hangers 14 LIJ24, LU26, LU28, LU210 Face -mount hangers 15 WC282, LUC2102 Fade -mount hangers 16 LUS series la hangers g e u , 1 " F co-mo nit Hangers available a moths ranging from 1 9J 6 0 4- 5/8" and heights ranging from 3" to 10-15/1 B" 17 MGU3.e3SDS, MGU5.25-6DS, MGU5.60-SIBS, MGU6.82-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available In widths ranging from 1-911 e" to 5. 1/8" and heights ranging from e-15116"to 19.112". 19 MLJS28 MUS28 Face -mount hangers 20 SUR. SUL BURG, SULC series hangers Skewed face -mount hangers available In widths ranging from 1- 2/18" to 3-9/16'and heights ranging from 3-111 W to 13-314" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to Wand heights ranging from 2.5/8" to I I.114" FLIn O 17-R8 fig" Product Model. Number or Name Product DescriWan i BA series hangers Top flange hangers available In widths ranging from 1-W181' to 7- 118" and heights ranging from 7-118" to 30", 2 DGBf series hangers Top flange hangers available In widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9-1 K' to 24'. 3 DOF series hangers Top hangs hangers available In wdtha ranging from 1-1 /2' tb 3 518" and heights ranging from 7-114" to 24", 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24" 5 EGS, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.114" to B- 7/8" and heights ranging from 11" to 32-1/2". 6 1 GQ series hangars Top flange hangers available in widths ranging from 3.5f8" to 7- IM" and heights ranging from 11-114" to 37' 7 GLS series hangers Saddle hangers available In widths ranging from 3.114" to 8-7,tW and heights ranging from 6.112" to 28". 8 GLT'V series hangers Top flange hangers available in widthe ranging from 3-141 to 7- 118" and heights ranging from 11"to 32" 9 HB series hangers Top flange hangers available in widths ranging from 1.9/18" to 7- 1/2" and helipts ranging from Vic 39' 10 HGLS series hangers Saddle hangars available in widths ranging from 6-14'to 3.74' and heights ranging from 10-112' to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/8" and heights ranging from 7-117'to 32' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2-5f18" to 3- 0116" and heights ranging from 18" to 26' 14 HUSTFsenes hangers Top flange joist hangers available in w W m ranging from 3-1/8-to 3.9/18" and heights ranging from 5-318" to 13-1/8" 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from I-SMB" 0 5- 1/2" and heignts ranging from 3-7/1e" to 15" Concealed flange version (H UCTF) available far all models having Width equal to or greater than 2.9M8", 15 H WP "rise hangers Top flange hangers available In wkdths ranging from 1-9/16" to 7- 1/8" and heights ranging from 5-3/8"to 28" 17 HWPH series hangers Top flange hangers available In Widths ranging from 1-9M8" to 7- 1/2" and height ranging from 5-316" to 32' 18 ITS series hangers Top flange hangers available In widths ranging from 1-9118 to 9- 5/8" and heights ranging from 9.118" to 16' 19 JB series hangers Top flange hangers ovallable In width of 1.9/18" and heights ranging from 5-318" to 7.1A" 20 JBA series hangers Top flange hangers available in width of i-9/16" and heights ranging from 9-VI V, to 13-1/8" Simpson Strong -Tie 2020 FBC Approved Products Updated 12rsa2o2o, 1rri� For direct Inks to all SST approvals Noted balmy, CLICK HERE . Fa additional imortrillbW regarding Florida's Statewide Product Approval System and Merril -Dade County Notice of Acceptance (FICA), CLICK K Hs a F. 5 SEC-XP Adhesive Anohorforoonorste e Strong -Bole 2 (STS2. ST82.4SS, STS2.8SB) Strong -Bole 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 310 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Then HO Heavy Duty Screw Anchor for concrete and masonry available with heir head In carbon steel and Types 304 and 310 stainless steel, or with oountersunk head in carbon steel and Type 318 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Root Hanger(THDB25158RH, THDW7158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD5023411H,TH010212RH) 10 Wedge -All (WA) Wedge -AR Anchor for masonry FLINI16230-R8 SIN Product Modal, Humber or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 1 .5 Then 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HBSS, THD-CSOW 7 Titan Turbo (TNT) FL#IW37-R3 M" Produdt Model. Numberor Name 1 X34B10185K,X1S101e,X1B1018-41( XOIS1018,XQiB101e-4K 2 XLQ114T1224,XLQ114B1224-2K 3 XM0114SI224, XMQ114B1224-2K 4 X0114S1224,XQi14B1224-2.5K X114St224,X0112S1224,XQ112Bi224.2K 6 XU34S1016,XU34B101661( FL#35320-RO Saar 'ProguctModel, Number orNana 1 DSSC643.5 DSSCBM,DSSC848.DSHS 2 FCB43 5. FC845 5, FCB47 5 FCB49 5. FCB411 5 3 FPHSD34S101e,FPHS03481018,FPHS03461018-5K FPHSD34S1214. FPHS03481214, FPHSD34B1214.5K 4 LSFC225, LSFC4.25, LSFC8,25. SFC2 25, SFC4.25, SFCO 25 6 LSSC4.26, LSSC6.25, SSC2 25, SSC425. SSC6.25, MSSC2.25, MSSC4.25: MSSC6 26, MSSC4.25KW, MSBC6.25KW 6 RCKWB, RCKV%.5,'RCKW7.5, RCKW3S RCKW5,5S 7 SC843.5, 9CB45.5, 301547.5, 9CB49.5, SCB411 5, M9CB455, MSC847.5 8 SCS32.6/97, SCS625197, SCS62-6r118. SCS82.5J118 9 SCW3 25, SCW3.5 1D SJC&25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.51a 12 X.LSH34B1414,XLSH7SB1414 13 X0161010. XQ131016-4K, XQIS1214. XQ181214-3 5K, XQ78S1224. X476BI224-3K, XQ11461224, X0114111224-2SK XQ112,51224, XQI1291224-2K, )(348101"K X1 S1010. X1 B1018-4K, X1 Si 214. X1 B1214.3 5K Pmduct Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad hesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Soong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete avallable, in 304 or 310 stainless steel with hex head, and 310 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Dmirlotion 010-18 Strong -Drive X Metal Set -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Sol -Drilling, Tapping Screws with 06 Drill Pointand Large Diameter Hex Washer Head 912 24 Strong -Drive XM Medium -Head Metal Self-Drllling, Tapping Screws with #6 Drill Point and Madium Diameter Hex 012.24 Strong -Drive X Metal Set -Drilling, Tapping Screws with ifs Drill Point #10-16 Strong -Drive XU Met] Set -Drilling, Tapping Screws with #i Drill Point Product Dosciwittan BypassFraming Orn Strut Strut Connector Bypass Framing Fixed -Gip Connector $410-10 and 412-14 Strong -Drive FPHSD Framing-to-CFS Sey- Driling. Tapping Screws Steel Framing Connecor Sled Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Hand -of -Walt Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Onve, XLSH Shouldered Ssif-Dniing, Tapping Screws 410-18 #12-14. and 412.24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N O CDLs_ a O O .EM CU U � 0 0 C 0 =' o Qi ICU O _ E U _ O ICU .� -0 Cn L p L Q I� I- CO -Q .- � U vJ �- Q Q Z Z W J N N 00 ) Wi L < 1 _ s LU Cn E Clio > O CL 0 0- L f� 0 W Cn U M O L W Z Z J Z a J ICL 27, 2022 SHEET NO. PA 1.2 .i MIAMM aaasaa n xcotrrrr� rxtmurc �ceKrstsii. ss:crr+arar PGT Ind Industries. PGT.Indatriv%ltue. O t_ a = PGI' � In�r, O O O hers aw26 sty aoom?r►s .DMR ro3 ZEGUtttoRT.�vaEcMObUc �MM) M;� >� 13175_1474 NUrIICE OF.ACC'EF3�4L1�CE: E4�EI�CESLTBMIITED NOTICE O1E A.CC�EPT:L� C'E: EL�ID»10E SUBMITTED 0- s_ C ear -O CL HARD A" C0DK AR7?5TK&1n(1K ArV6M Mq) 3L5-259U r its-15M NOTICE OF ACCEPTANTC"E aAa �•• �•� �•, moo:• 1. Evibuce submWed wider precious � CkA NOTICE OF AC CEPTANC E t EVIDI NCE SU,BkiiFIID D. QUALiTV SS[.�RA?"+TCE — }• O N CD -a.., Cn i- A. DRAWINGS B. 'TESTS (continued) 1_ Miami DadeDepaament of ltegobtdry and Ecmainic Resources (RER)_ (D o UO .O � PGTlndustries, Inc. 107t} Teclurtolap this" , 1 _ Martttfac fs die drarwings and serum. . Test report on 1) Air Tiaf Itratioda Test per FBC, TAS 2002-94 O Q. e O 'orthVenice,PL.3417: ,(,St1bKtWdunder.T0.4N4:11-016704) 2)LTntfostit`StaticAitPu�su�TestTperFBC.TAS2(7?A4 E. b�ATER1ALdCERTffTCATT(]►;�i5 C O U_ Score: 2_ Dr kwtng No. M D-3570.6, titled -Vmyl Sliding Glass Door NO A aW, sheets 1 3) Water Resistance nest, per FBC. TAS 202-94- 1. I�iotire of Acceptance No. 15-0- 28.1-1 Wood to Vision Esuumm Limited for their cp = -- 21usNOAisbe=g=ueduudctthe apliiecablerrhlesmilregulats+otla govetnatgtheuse of comttuctlonu atassals-Tbe thwugh21 of21, prepared byII?.'tr urartumr, dated lt>,aD345_ yr ttt revision A dated #) Late Ni stifle Impact Test perFBC, TAS 201-94 "White Rigid PVC Exmior Extrusions forWmdews and Doors"_ dated 08/13/15- cn 'L7 � O O " ' documentwucu stabmmed has been re-viecaedaud accepted by Miaezni.Dade CousAy RER-Produc r Control Section to 04i05/17, signed and sled by A_ Lytm Miler- P.E. 5) Cyclic Want Presme Loading per FBC, TAS 203-94 on. 0950 19. N O _N s- beund is Ma=Dade Camtyacd odtetamsvo tere ttilawedbyiheAuihatityllw rsgludsdtction(AHJ), 6)Fowed Ell'Ity Te%t, per FBC, TAS 202-94 2_ Notice of Acceptance-No.16�20.0 imed toVmon � Limited fiostbelr "VE cn O Q Thus NOA aballnotbe valid sfkr the datestatedbelaw. The Miap W)&de Conntyr lNoduct Comm] Section B. TESTS along vnth ma% d tip drawings and, installation diagnni .of vinyl am door, prepared 1000 Tan 202 and Noter Shades VFon-Whitrj Rigid PVC Exterior Extrusions for 1— .� . � (n Q (lot Ma=Dade Caps) a&'or*e AHJ (m eras odw thanMi um Dade Cmity)Yeserve the right to have this 1_ Test report on 1)Unifb m-'Static Air Pftsm Test. TAS 202-94 by Fencamtift Testing Lab. Inc- Test Ripen No. FTL 8549, dated 11.10&'15_ dped and N%Iadows and Doors'', dated 12/09/16. etcpifing an 12t79121. product ormameriai testedfat gsatlity astatntaerepagrtses_ if this product or mateiialfaiis,to perfetmin rite a tcepteci manna, rite mara>facttbrerwiil iarurth+e dfsuelittt�titt arhdffse AH7ma •let re�uolcr-mods or e'er 1 Y fy� IAW missile imparr:tTest per FBC, TAS .:O194 s�eatied lni Idalmis Ortega, P. E. (Test report >eiseti salt 12/04/15 ,atad 0:�i 1/15) 3_ Ns�4ice of Acceptance No. Ii-(K2&13 iWtred to Visions Fxtr I�ifed fttrtherr `Broom 3 Cydw Wms# Pressure LoWkgper FHC. TAS ►{}3-94 6- Test repsart on 1) Air lnfhratism Test. per FBC. TAS 202.94 Coated (Painted or Laminated) VlrO Rigid PVC Exterior Ext vdons for mepeud the use of such product or material within their jurisdcu m. RER aesety es the n& to zevoie this a effl�ttce. if it is dent by CauatyPsadac t Coatnoi'Sectioac liter this pocket ormttesial fails to along withmarked-up dawings and lastWhtion dram of"ttyl sliding €lass do", p xpaMd 2) Unifoml Static As h Test. per'FBC, TAS 202-94 :Endows and Doom', date! 08113115. a gnt*g on 0930/19- cable midi w ofthed IIteet the rtrgttxremtenta of the $pl+ltcable btuleliug CO[1B. by F�sttatir Tasting Lab, Inc._ Test Repast No- M 2717, dated 12i07115, s*med and 3) Water Rye Test, per FBC, TAS 20 4, Notice of Acceptance No..16-0712,92 issued to ENERGI Fenestsatson Solutioans USA_ This productA spprm eel as described hewin andhas been designed to comply with the FlotiMs Building Code- sealed by- Millais Ortega. P_ E_ (Test fepw revised on 02?15/16 and 02i34/16) 4) large mm& It>ipmct Test per FBC, TAS 2oi94 Inc. for their "TA" rI 3040 and lAghter Shades (,Non-R'lti#P) Rigid PVC Eatermr itwhulingthe High Velocity Huo cacoe Zone_ 2, Test report on 1) Air Infilir Lion Test, per FBC. TAS 20.294 5) Cyclic Wind Prtssttle Landing per FBC, TAS 203-+94 Ernusions far Windows and Dooa-t- dated 09115116- expiring on 02/04121- D1rSC1tIP"iT0m. geri '`:tie7dl/277t1" i ittti p Shdlmg Glass Dear (Reittfnrced) whrn SLOP & 1350 corners-1-MI. 2 Utuf+orm Static Air F' state Tea -per FBC, TAS,202-94 along wither -up dra and iitalbtion d of vinyl shdiug glass door', psiepawd 3_ Notice of Act�ttazace 3'do: T6 4?IZ.O! to ET�3ERGI Fenestration Ssahttians USA, AFPItCf3'AI. DOCLwx.*; - Da ingNo.1D-SS7'0,4 Rey & titled "Vmyl Sliding Ghiss DoorNOA (LW- 4orts 3) Water Resistance Test, per FBC, T_kS 202-94_ by Fenestration Testing Lab, Inc.. Test Report No, FTL S.5S2, dated -124WI5, signed and Inc. for titers' -Bronze and Li gliter Shades of Carp Coated Rigid PVC Lxtetior 1 through 21 of 21, preparrdbytnwnz& Curer, d;"d 10MY15 and last revised on 02/01r21, signed and sealed try 4) Large Misuk In4nd Test pa FBC_ TAS 201-94 sealed by Marius Ortega, P_ E. (Test report revised on 02A 50-016) Ein-asions for Vi odows and Doors- dated 09/15/I6, m:pidug on D4/16;20- A. Lyrm Millt'r. PE.- bearing die Miami -Dade CountyProduct Controat Recta wa s1'atstp with the Notice of 5) Cyclic Wind Presque Loadiagper FBC, TAS 203-94 7. T+est report os 1) Uniform Stator Air Pressure Test, per FBC. TA.S 20'294 6. Notice ot'Acceptance No. I6-E1? 12.03 ismed to Ei�ERGI Fenestration Solutions USA. -`}3>b$e Acceptanctnumber and expimtiou date by the Mami-Dade County Yrodact Control Sect 6) Forced Fatty Est, per FBC- 242-9+4 2) Large Mis� k Impact Test M FBC', TAS Ip1-94 Ire. for their Rigid PVC Exterior Ezp nuons for W iadew s and Doors" dated AWSSUZ BRACT RATL' Q Largt and Smell hdfssile l*metlt#Onat along wdhm dwd- sp dzwwmp and issstaWtim diagram of vinyl shdmg. glass doaL p wpered 3) C'ychc Wind .Pressure Loading per FBC, TAS 20344 08t104 7. expisiv on 02/2&18, I.fne4ta dabs' hvFeneoratiou Ticstirq Lab; Inc., Test Rt'pmt No_FTL 8546- dated 11,/W15- signed and along withmarked up dowings•a nd imstaliatian diafgraril. of vinyl shdmg glass door', pepared 7 Ted nTorts Nosy 10- _-792�('A� lid-06-M0527. 535753-N_ per ASTMS 94. 1 _ See table 1(s�et 7,) earl table 2 (s>sat� t'orappticableStlb unit sizes. deaigp p� �.rypea. sealed by Idaknis Ortega, P_ E. (Test repoo mvised sin O L04/16 and 02111 t?416) by Fenestration Testing Lab_ Inc- Test Repost No. FTL % (samples A-1 thru A-22), dated AST1ND 1929 and AST MD-635, issued by EXOVA to V mm Extrusionhilom for cel glass types. sidl<rmr(see tables B-1 & 11.?_a'heets 7-8) and anciwr te�Jont-sheets vequirements in 11 ffiru 16- 3, Tea# txi 1 Air Irrt�tr�on Test FBC, TAS 2-DI 94 t ) =1� �') 1149/10, signed alit sealed by Jorge A- Canso. P. E. ('Suboiftird NAdrr A1041tr'K, lei- cam4osite material 2 _ Rigid Whine F%T, T'an (Non-*bae).Rsgld PVC and Brova coated (Pteucoed or lammla white Rigid PVC to be Llnifonm Static Air 3tktessra�e Test, P FBC, TAS ?A2-94 +?1d7:OJti (Subrr wed under' A10A Itita.11-016IZ 04) Labeled p5et s eaiNOA'srtquirenhmts 3) Water ResWzice Test, per FBC TAS 20294 8 Test rgmrtsm 1•) A 1nftltrati;w Test, p x FBC_ TAS 2D2-94 8_ Nafue of Acceptance No.14-0916.11 mied to 1Cummy America. _ Inc_ for their 3. EyWss operable&on most can pV with man clear wit h or hekWitj) er FBC fequirem=t its vp hc*le. 4) Large Mis&& ImpactTest per FBC. TAS 201-94 Uniform Static Air Preame Ted per FBC:. TAS 202-94 " Sen "-Glast (Clear and White) IntaeiU er", g ail0704/18. 4. Pocket walls under separate appt to be revieuaesdby1lu ding official 5) Cyeric Wind P1es mre Loadingper FSC _ TAS 203-94 3) Water R,esimasve Test; per FBC, TAS202-94 9_ Notre of A cceptaace No-16-1117.01 issued to Kurway Amemi Inoc_ for their 1.411EIX G: Factvw shall be8r a pesmasteant label withthe matnsfacnuter'sname or lotyn city, state and series and 6) Famed Entry Test, perFBC. TAS 102-94 4) Large Nrasde Impart Test per FBC, TAS 201-94 ° Trasifell Ulti2clear, Gear and Color PVB Interlayrrs-. ercpirahg on 07*8/19. faliDw%n# sta*mwt 'MaaQiZade County Product Control Approved"_ noted hernw along with marlmdl -tip drawtup and installation diaagrasn of vinyl skdmg glass door prepat'ed Si Cyclic Wind Prttsui a Loadni gpet FBC, Z4S 203-94 R.ENIE t4L of ffiisNOA alien be cons dared after a ttnevasl application Jim beenfiled �d these has beenno by F� otz Testtr� Lab, inc.. Test Report Na_ FTL 85 i'7 _ dated 12/434 °t 3. signed and 6� Forced Entry Test_ per FBC- TAS 20'2-94 F. ST:LTE3iEhTS change its the apgii cWebuil codenegativvi� a%chug the petfermameafthis prodtta sealed by Idalmi9 Ortega, P.E_ (Test seport rmised on 02 /1546) along withmadwdst llatuur diagram of -vinyl sliding glass door, pre nzW 1. Statement letter of confa m ice with FBCA_thEditian (2014) and FBC-69hEdidon TERIG ATIONofthis NOA will lac cvrsfter the expirationdatear iftbew hasbeeu s wvtisim or change in the 4. Test nVort an 1) Air'InftitWian Test. per FBC_ TAS-102-94 by FmcsUatica Testing Lab, inc- Test Report . o.Y TL e1337 (samples A:.1 ftu A 5). darted (2017), asued by niiinufadurer, dated 0W14117, signed & sealed by Lynn Miller: PT_ matenals aids aoiltormatuSettne of the product orptpcess, Mimm of Iris NOA as air of any product 2) Uniform Static Alt Pressure Pest, per FBC_ TAS ?0?-94 12 IU: steed and sealed by Jorge A_ C mmo. P. E (.%bvr6W itnderr X0 d Ya. If- 2. StAe mew, Letter of no rhatisial interest, dated 04119117. issued by rimssufactthrer_ sinned for sales, adviatisiag tar my odwpuqx*es shall sntrrmotica Ry terminate this NOA_ Failureto comply with say 3) Water Resist=t Test, lam FBC, TAS 20294 01OJT. 09) sealed by Lynn Miller. P.E. a+ectian of this NOA *all be catthae flan ict ainaticumidremoval ofNQA_ 4) Lne Mg!* 1gXK1 Tel per FBC_ TAS -101-94 3_ loter of lab compliance. part of dw *ove test reports. ADVERTISEIMULNT: The NDAnnmberpncededbythe wards. Mianss-Dade Cnway_Ftorida, and &llawedbythe Cyclic Wind Pressure Loadmigper FBC. TAS 203-94 C', CALC'MATIONS 4. RERTest PmposW No. IM387_ dated05/05-117. sd�d bylsli2q Qmda_P.E. ahpitiatioadrte yttedisglayediaadLe iaittgliletttthrr IfanypodionoftheN€1Aisdisplayesd,then itshallbe 6 ForcedEatlyTest,WFBC-TAS202-94 .1 Ancbarvesfficatialia 3liatimrsmidstruchu3Inabrsiscompbft withF'BC2014, done in its entltl , along with ma rked-W drawings and indallatma dram of vmvl sWrng glass door_ yurpared prepued: by PGT, dated I N09/I Sand last mvkoed on 02,11 it ld- *mod and se*d b!� Gs OTEIER L`�"aSPEMON : A copy afthss entueNOA %hall begamvided to the.user by the n euvec or its distrAmtars and by Fes�bratipu Testing Lab. InC., Test Repots No. F`IL 854& dated 13104/15, signedadAathoujrL. Milteat; RE, (SKAmi�ltd ta'r7dtr A�0.4 A o. I3-111d 82). L Nowe of Acceptance No.15-L?14.01_ issued to PGT Industries. for theft Series N Owlt be avaiitle--fir mspeetiw at lhe}o1b site at the request of&e�d�C"rW si. sealed byIdah Orte a P."E. (Test -tge nit reuise+d on 014*16 and 01? 1!14 2. Glazing canphes vet AST11dE�-1300-09- `5S7#a770" Vinyl Sliding Cris Door (Rewforted) - L.'�Ll -- g on 04/'1*21 ce'•e �� '- This NOA revises & ream"'_tiOA#20-0129.05 mod ronsistsof&ispagae 1 andevx1rwrP2ges &l. F.,2, E-3, F.4. i 4t�� � L,.4R %. (, r: ;1� f,. i. 00 E-5 A F,6 as well as appmval document menhonedabove. ts reviewed by iehaq E C &ands PJE. The submitted documen mwas 1Azq L Csmaeia. PIE. clog L Chu ds, P;E. j G tom• c` 1/^ ►)•!�. darn q it Cis►a, P,Y. Product Cost" heir 5aperrixoz Product Control cynic 5upertisor Product C'oatrol t`W# Snpemiror W t '' NOA No, 21-8.1W.43 WO.k !ra, 14M,43 "A Ne. U4265.63 NOA 31ee 1 1-42e}3 03 , E.zpiX%fi0U Meter; A 16, _02f pill . 4 Fsphnt}oaU,tb: Apr;1 Tat, 24".6 Approval Daut Marra F adim Do$*, April 14, 302d �' Aipprnral Dsa hlCarci 18, 021 Eatptratioa Dose-: 9yra'114, 30.6 2 r n.l., .1ppraral 0*0- Arch 25, :921 ,',5,1.011 Approva 1 Dow 1t3arck 25.1421 ` Page l E 4 1: F -3 L J 4 1°trT #rie3. Inc. CGINftdows and Doors, Inc. PGT In&snies, Lwd - Z*i OTICE OF ACC'EPr-A-NCE: EI,ZDENCE SUBMITTED NOTICE OF ACCEPTANCE: E1'IDE_NCE SUBMITTED NOTICE OF ACCEPT AYGE: EN IDENCIE SLBIIITITED 2. EMdence Submitted under s submdtttai p�'i0u E. MATERLiL CERMICATIONS (coadow.) 3. New Evidence Subarittr?�d 5. Patti Suer ac Standard with ASTM C519 Thermal Conductivity I ��, complying A. DR.4113Z�GS � 0-981 BTU-&i br. °F'_ AS'I14S F 1249 ASTM D3985 Qnrs�ass, 4SIM E A. DRAWINGS 1. Drawing Nm 3ID-5570.0 Rev B. titled -N idyl Sliding Gbts6 Doan' NOA a34', sheem 2-190 I.G-Durabifay-No Fog Pass. (Snbtr jWd under pre%lon.s :1WA Ne. 154409. 05) 1. Dowing No_ MD-5.47&0 RrvB, titled -Vinyl, Sliding GlassDoorNOA (I.M}: _ streets 1 1 tbrougb 21 of 21, „prepare+d by:>x;trubduret, dated 10491 y and last revised on tlssraugh 21 af21. prepared by sitatrf'actzurr. dated 20/OScl3 and last rtcised sm:Q2lOI�1F 04f32420, sighed and sealed by A- Lynn Miller, PE-6. QUM= Part tr complying with ASTM C519 Thmml Cor>ductiv� 222 BTU and sealed bur A Lynn l4fiilles, P.£_ br ft2= ASTM F I249 R'lr' 3R-Pass, ASTM D I434 Argon Ptmteanoe-Pass, ASTM Esi� A1ote This mrisioa cunsi5tsreplacement of same existing rastallation screw with flat head_ B. TESTS 2199 I.G- Dumbili�No Fob. ASIM E 546 Dew Point Devekgmx flt -2W in 48 bis- 1. Test reports any 1) Airinfiltration Test, peer FBC, TAS 20294 (Svbtrt#vd ander XO.4 Na 15-140P.d5). CD 2) Unifom Static AirPreww Test, Loaclmgper FW. TAS 202-94# 7_ Visim Extrusi m, Ltd_ Pasts c� with PVC AAMA 303-13. Vohs: zy'�n B. TESTS 3) Water Resistance Test. per FBC, TAS 202-9A for RWd Potyvwyl Cbk de (PVC) Exterior Pmf>]es for Vstos Extrusions. Ltd--VEX-1 by 1. NOW 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenem2tiott Exterar Profile CettifSeatiDn Program (Sabo hied nndrr NOA A'a 13- C C_�ll`.CLZA?i01�S 5) Cyclic Wind Ps,rssttte Load*,* FBC, TAS 203--N 0409.05) . I_ None atlong withmadwd-qp drawings and iss4alhtiart diagram. ofall PGTlndusuies. Inc- �. Visim F im, Ltd- Parts conVIyintg PVC-AAMA 303-13. � repres enta*e turns listed below and tested to qua* Dowsd 791 and Dowsil 993 shames. o S'ubAv&W wader Ar4.4 Xv,1544cif►.05) �&Ij TY:LSSURANZ CEe D. � prepared.by Feaestrattion Testing Landaaartory, Inc-, Test Reports No.: FIL-7897, PGT PW5520 PVC Fixed Window (util 6 in proposal). dated M;03/14 9. PVC AAMA 303-13, Voiurna[y 5pecffiratian 'fcr Rigid Po!yv*t C1rborid(PVC) E�tetiar Profiles for Vision Fswor& Ltd,-VEX-2 by AA A Ft eAWion Extem Rofrle QLT 1. 1 ami-Dade Department of Rqmbtccy and Economic Resaurm MM). � FIL-24-2107.1, PGT SGD790 Al unuim nSliding. Glass Door (unit 7 in prop�os4 FIZ->� Certification � 2107.2, PGT C A740 Abu Outm*gC Wmdow (unit 8 in pruposai) FTL-20- 10_ Notice of Acceptance No.18-1217.14 issued to Etnergi Fenestrafim SoUtion., USA, Inc_ for E, 14LkTERL4L CERTIFICATIONS M 2147,3, PGTPW7620A Ahtminu i Fixed Window (unit 9 in proposal) and FTL-20-2107A. their "Tau 3048 A light sbade (non- like) 34Ue Rigid PVC Exterior Exnmsious .for 1. Notice, of Acceptance No. 19-0.1t 5,02 issued toKtwar"Av .imerica. Lac. fortheir > PGT PW7620A Alu nsiotm Fixed Windm (utid 10 in proposal) dated 0711300, a0 signed 'Mudows`and Doors", expiiing on 021W. 1. "Trossfolt Ultra Ilea r, Clear, and Color PSB Glass lnteria hers", expiring on 070,124- CU O and sealed by Tdaclmis Ortega, P-E. Il Notice of Acceptance No.18-012:2.02 issued to Energi Fertrstratitan Salvtion USA, Intc- for 2. Notice. of Acceptance . o.17-080&02 issued toKuratrrr America Inc. fortheit heir semcs " �'Vltite Rigid PVC Extnior Ennssfiv� forWindows indows and Doors', arm "SentryG1a4 (Clem and Mlite) Glass Irrterlayers"_ im art 07A34123. � Q C, CALCULATIONS 7a 02,28Ia21 3. Notice of Acceptance No:18-1106.10 issued to Vision Extitusiow Limited Ur their "Browne O Q L Andwr verification cakWations and sMxtwl analysis. complying with FBC 12. Notice of Acceptance Net- 20-0203.03 Wgied to EneW Fetiestration Solutk n, USA, Inc_ for Coated (Painted or Laminated)'4'4''Irit+e Rigid PVC Exterior EsnvAaas for-Wititdows Edititait (2024 tinted 04 22l20_ d b'Y manrtfacz=: sigprd axed sealed by dw r "Bronze & night shade rap toated White Rigid PVC Exterior Extrusions for and Doors", egg on 09,30l24. U Attthonytyrm Miller, P,I'_ RTndiows and Doors", expiring on W615_ 4 Notice ofAcceptance No-19-1106.11 issued to Vision Ext usions. Lgmted for their semis 2- Glazing cotroies with ASTM E1300-Q4, -89, 42 and -16. "VE 1000 Tan 202 and llghttr shades Rigid Cellular PVCr E2stfTior D. QtJ.4�LTPi'ASSC?R-I.NCE F. STATE3&N-fS Eurnsions for'Windows and Doors'". ex�g on 12129421. � � Miami -Dade Depaztmetit afR�ulatory .amyl Ecsruaort>ic RQsonuures (REIN 1. Stattme�nt letter of camformaacr to FBC 7-6 Edition �020j, dated 04��t� sssited by ram adders mgned and stated by Anthouy'I.ynnldilla P.E. F. ST4TEME1' IS Q E. MATERIAL CERTIFICAT;fOi\TS 1 Statement Setter of no financial interest and of independent. issued bye. dated men L Statet letter of conformance to FBC 716 Edition (20201 dated WAP21, issued by 1. Notice of Acceptance No.19,6305.02 issued toKwwa)- America, Inc. ftartheir 0448,20, sited and sealed by AnthorrirLyrui Milicx, PT. nrd3nrfacttnner, stigtied and 5ealetl by Aaths>rty Lysm Millet P.E. "Tron#I'oltg Tsitraclear, C1esr, and Cabs PVB Glass Intaerbryers". on 3. Private A dwinxaat between PGT dated OM0f15 and b all � l;ze�-'m Y _ Private Labe,>iq Agreement dated 03rpSe°? 1 betwernr PGT Industries. Inc. and CGI 07108nX bruolved parties Windows and Doom Inc.. signed by Dean M. Rwric, P.P.. V.P. Engkming on bdralf of V �] !. Notice ofAcceptance No.17-480&02 saved to Kuramy Amerka, Inc. forthesr "SenayGlasgr death companies (Clear and White) Giminteibt}era'. arpilmg. on 07;0413- G. OTHERS a' 3- Notice of Acceptance No. 18-11%.10 issued to. Vision Extmoons Limited for their IL 'This NOAre ises NOA# 17-04w0.06 MVTW.iCGI) and updates to FBC- 2020 (7*Edition}_ G. OTHERS � � kown Coated (Painted or Laminated) White Rigid PVC Esterlor Extrusions deputing 04121l21. 1_ Mgs NOA res ices & renews NOA# 2a u 424.05 (PLAw+CGIL rVi ing 04./14,126 for Windows and Doom"- expiring on 09/3(U24. 2. Test pmpssals #1.94155 dated Q1110/20 appuved by Id agl_ [band.% PE, eapuitrg 2. She comsat associated PLA CGI file #21-0245:41_ miting 04r'14n, 6. O L. CU 4. Notice of Acceptance No.19-1106.11 issued to Visim Extrusions Limited for their 0411422. Uj series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC , r 1 t'� i i `� �'r'•'`' � ��. � ` �i� ►t.i� �� � Exwrier Exumsians for Windows and Doors'. txpittng on 12129i'21 _ st*. ir4�n�l- � 1c>vtq;, C7satxdt. P;E, Ishsq L s"inadaE, P.E. Z IshagL Clamb, 21, Product Control trait 5aiparvim Product Coned Unit s+opmisas .� Z P'roeluar Control Veit Sup"mor 'NQA lit- U-ago,513 NOA No. a-0205.0 NOA No. 21-42r115.93 Expiration Date; Apsll l i, 24'.d Esplrxtios Data Apr914, 2026 J Expiration Dow ApiriI14,20 4 Appro ADate MAr h'.3,2VI1 ApproratDaiea Itgrrb 26.:021 o- :lpprorafDate::1(arch 2S,1011 E -4 SHEET N0. May 27, 2022 PA 1 ■ I �'�' i ► l I� YI, �II�I I Ill I Iq a� a� to O U � MMIAMI-DADE COUNTY a®IAMP� _� O a) Q O PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA. LLC Cast -Crete USA. LLC Cast -Crete USA, LLC CCD BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ec000mv CD (D -p U '�o Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C LO 'iC (5 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O tZ C O c 3: Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawin No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet l o g .f 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet 1 of C 0 LL M -4._. � prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 ", 6 & 12 " O > � O SCOPE: „ " Cast -Crete 4', 6 & 12"Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables'; sheets I through 3 of 3, last revision dated 06/h/14, all '— 0 E O O This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28. 2003 both through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114, _Cn +r CL L O CU The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.F.. revision dated March 11, 200$, all signed and sealed by Craig Parrino, P, E., on t� U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 2Z, 2012. B. TESTS -C (AHJ), 1. Test report on flexural testing on 4 ", 6" c& 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14,201 through 14,236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS I. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE D 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P. E„ signed and sealed by Craig Parrino, P.E. 1. By M1ami-Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g y g Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Code. 1. None DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manua! 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 b Craig Parrino P.E. dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared Y g g 2002. 1. Letter om Cast -Crete Corporation, dated February 03, 2012, signed and sealed .h' P ►�' g Parrino P.E., certifyingcom Rance with the Florida Building Code, 2014 Edition. P� g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel DetaiLv". sheet I of J. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1_ None. B. TESTS County lags. "Cast -Crete 4", 6" & 12" Lintel Sae Load Tables", sheets i through 3 o 3, prepared b .f ug .f P P Y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS T C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department ojRegulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Re lato and Economic Resources (RER y �' P f � �' )� 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino. P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and o E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Hehmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Prouct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 a -, ' ulil,I . , L Expiration Date: 09/11/2023 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 og bwe Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 09/20/2020 c f Page I E-1 E-2 E-3 u U � T LU Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS CD 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E E, MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }+ 1. None. 1. None. F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 0810&117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C6 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of > Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 a Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last ,•4-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on U January 22, 2019. =3 B. TESTS Q 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE �J U M 00 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). < E. MATERIAL CERTIFICATIONS a- 1. None. F. OTHER 1. Article of Conversion for a name change. O co UJ 4/ 1 e y A. Makar, P.E., M.S. m ClHelmy A. Makar, P.E., M.S. Z J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J a E-4 E-5 SHEET NO. May 27, 20221 1 PA 1.4 _L_�- -i__- I I II I I I I I 1 _ I I —_ 11 I I 11 - ii I" I I I , I I I IP I_I II I_I II 11911 11111171111I�III'111 - ZeBOD11CT�4Yg4iidLTISTh1.A8CS?1t 1 L ECO C3ICLS49S7B 01 a PN a[Irr w.E ❑•TDOIP REPOIt'1 N.O =0 +►iM`E T IInIc. TILLIT TESTING ® ENGINEERING COMPANY IMAEPORTS: 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS, _ WATTnR A. TTL[AT; Ili., P.E. Itlte[OtR�NX.] Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components Indicated on Im YL P9,G2 "IM'r 201, 203 as per section 1626 of the Florida BuildingCode. Uniform static loads 1"' sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing FLCnL:. `1..10*7* as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-171L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/0911996. #98-570 dated 0911811996, 26, of Product Evaluation Document (REM.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/1611998 and # 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LiRTATiONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009. on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Waiter A. Tilld, Jr„ P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.'LSiBUCTURAL ENGINEERING CALCULAnQm 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1820.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc_, 7.3, Product shall only be Installed Into poured concrete, concrete block, and wood tame structures. 4800 S.W. 61 Street Davie, Florids33314 dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E. 1. PURPOSE OF EVALUAT_IQN; 3. MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Wetter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. T11111% Jr., P.E. (System Large missile Impact under section 1520 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. I n of the Florida Department of Dual ness and P�.ssion 4, WIND LOADS Rfs$ISTANCE: AauHIaMNII,IN eR%r A:Z14t/. l Regu atiiod 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length shall boas Indicated 8, 10, 14, 15, --•''�CEN4' % 1. This product Is being issued an Evaluation Report as described herein, and has been verified for complLance in accordance with the 2020 Seventh Edition of the pressures. panel on sheets 10. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - -� . �-_'� • 44107 Florida Building Code, and to verify that the product is for the purpose Intended 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, ___ _ , *g * , * 7 4.,eW:0' STATE OF z c>r at least equivalent to that required by the Code. 14, 15, 17. 16, 19, 20 25 and 26 of 25, of Product Evaluation Document (P.E.D.), drawing No. 20.176. It G' "` I Rw : This Product Evaluation Report shall be subject to review and revision In case of $. INSTALLATION ryAr. „` ... A ok a Building Code change that may affect its limitations and conditions EIA Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED; 2.1- PRODUCT EVALUATION DOCUMENT_(P_.F.G.,i: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P.E,D.), drawing No. 20-176, Minimum separation to glass shall be as 0:1 TTIILLTECO ADMON RECORD& I P. B. RENPORT.20 L GLOBAL, PROTECTION PRODUCTS, LLC 120 GAGE CAA VADZED STEEL STORM PANLLI DRVYO#2a170l REPORT 12DOr2d01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets S. 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by iiheco, Inc.; signed and sealed by Walter (P.E.D.), drawing No. 20-176. A.A. Tlliit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part IIt lIs AAMAW1111lIINIrIIy WI Evaluation Report. �sWrA�rcR A, rj��'e. ��.+-CEP A. 1144;TA% ✓.A 't,\CENL r✓p y�•P. �GENse _}�_�yr�3 e-- '' N0, 44167 I r _ ... -tee_ . 4A157 - -_( / � r ',` OF 1 - .. ...f ��''•.FlOAIti)i STATE :'4 F ORIO '' �` o' J PT' .• w FS. ��S�.�I . y'. rF ,IONALfl�qW� 6355 N.W. 36th Street, Sidi: 305, Miami, Florida 33166 - Phone: (305) 871.1530 - , 8, ; �0141NIUII,,,LLNA INN.11, ,,, f3ENERAL.N4AEri: 93) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW DON" RE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO KACH TH6'. MAN STRUCTURE BMW SUCH PANELS. 1 STORM PANEL SHOW ON TIN$ PROOI/CE EWIEUVON W OOGENI IP E.D) HAS BEEN VERIFIED FOR COMPLNNCt W ACCORDANCE WON THE 2020 (rPI m"ION) OF TMC naeam st"Wa CoK ANCHORAGE IMALL A5 K MENTIONED IN ILI) AND IN EL2). r..,In. DESIGN WIND LOAD! SLCILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MCNTN)NED CODE. (C) I0-DoMbG-.111=. 1MItL.sP.E''-'C' y - D- MIbL - 1/4-1 TAPCON ANCHORS, AS MNNUFACrUREp BY I I W aultm, IN - FOR A WIND SPEED AS TIMU p Br iNIE JURISOICiWN NS1[RE MLSE SHLTRR$ WII BE INSTALLLD AND, - #14-10 PANELN.TE TEMPLE 10 AND, PAMEIMATE PLUS ANCHORS. AS MANUFACTURED, BY ELOO CONSTRUCTION PRODUCTS '0 FORA OWECTIONLAU YFACTOR Kd-O,8. USMG ASCE 7-16 AID SHALL NUE E%C£E➢ 1W W%RIUY (AS.D,) OESKN PRESSURE RATINGS INDICATED ON SHEETS 7 TWLU 12, 14. 15, 16. 19 a 70. - 1/4LAG SCK" PER N.D.S. - 7/14'W V 5/5' WOOD BUSHING, AS OISTRIBUTEO BY ALL POW, SCREW. BOLT a 'SPECIALTY E0. IN ORDER TO VDWY 1Hr ABOVE CONDITION. ULRNATE DESIGN WIND LOADS DETEeuMED PER ASCE 7-T6 SHALL BE FIRST REDUCED TO AS.D DESIGN WIN0 LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO C 1) MMIMUM TNREADCD PENETRATION MID WOOD OF TAPCON ANCORS SHALL BE I 1/2- AND 2- FOR ELCO PAAFWATE PUTS COMPARE TMM W/ MAN (AS.0) DESIGN PRE$SUM RATINGS NOICATM ON SHEETS 7 TFMU 12. $4, 15, 16. 19 • 20 AND PANELI•LLE FEMALE O. 1N DINER ro 1W ON PEA. AS WERE NOT OVER STRESSED. A 337E N AALGWAeLE AS C 2) MNIMUM THREADED PENETRATION OF lAC SCREW. INTO TM WOOD FRAME LMO SHALL BE ) 112'. NO IHREMED PENETRATION INTO STUCCO SHALL BE CONLOCM AS PART OF THE OCCUPIED THKQCD PflCM?ION. WOO. IN EN DITL s7eEE5 FOR NItO LONIS WAS tlIIL USED IN THEIR ANNALY9S. rASRAERS sIWCHG TO W000 N4A5 BEEN OEIERMHNFO N ADS ha YSI& ACCORDANCE WITH N.D.S. 2015. C 3) MINIMUM EDOE DISTANCE Or LAG SCREWS. INTO WOOD SHALL BE As MDICATED IN THIS DRAWING STORM PANEL'S ABEOWCY FOR IMPACT AND WIND RESISTANCE HAS RUN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF TM ABOVE NENOONM CODE AS PER HURRICANE ENGNFEReq h TESTING INC REPOIFIS 96-569. 96-570 a 96-T30 AND C4) MNM1M PCWMTK)N OF MOOD RUSHING SHALL BE 5/5'. 1/4' 1-20 SCREWS USED MIA" BE I 1/2' LONG MINIMUM FENESTRATION 1C61NG LAB ME,, REPORTS 12032 • 02124 . AS PROTOCOLS TAS, 201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WNO STUCCO. TAW AS AKRICAI ZEST W a SOUTH FLORIDA REPORT /oa19Ai-o0. AS PER tAs tot. TAS 207 AND 03 STANDARDS, TALL 203 SUM C5) M CASE TWl PKCAs STOW- OR PIECLSt CONCRETE PANELS. STUCCO 00 0000 BOARDS BE FOUND ON THE 1XISI'm WALL. ANCHORS 944LL K LONG ENOUGH TO NEA04 tK NAM STNA:tUK KH04D SUCH PANELS, EXDS. 2 ALL ALlIAv/Il1M E111RI15IONS TO K 608S-T6 ALLOY AND TEMPER. (UTAER OMERwISt NOTED). SEE SHEET 2 9ALL BE MDOIpING IN [O ), C2) a C4) 3 ALL ALUMINOM SHEET METAL USED AT CLOSURES SHALL HAVE 31D5-814 ALLOY. 01115 BE MI M (0) ANCI10R5 SWLL K ,N57ALLED rOLL.OMNc ALL D< THE RtCOYYFNGAnONS AND SPECIFICATIONS OF THE ANCNOA's MwurACTIRKN A ALL STEEL SHEET WEAL PANELS WA.L NAVE STRUCTURAL OUALM STEEL ASTM A-IL33 GRANGE 50 MINMU I. G-00 GALVANIZED STEEL DESIGNATION W/TY. 595 MI (AFTER ROLLED). a. PANELS MAY ALSO K INSTALLED NORIIONULL.Y FOLLOWING INSTALLATION DETAILS SHOWN ON ACTION 3 TMNOUCH to (SHEETS 4 THROUGH 6) ERCEYt 110AI HEADERS 0 a Q SHALL NOT BE USED. 5. ALL SCREWS To K STAINLESS STEEL 304 OR 31a AIM SUES OR CORROSION RESISTNR C kTED CARBON STM AS PER ON 5O bi WELD STRENGTH AND 90 MN TENSILE STRENGTH III 511ALL COMPLY WI FLORIDA BLNLOeC CODE v IT SHALLHE BE ,RE57YONMNOY a BTHE CONTRACTOR r0 VERIFY FY TSOUNDNESS a THE STRUCTURE*HERESIRURU IS TO K " 24„11 StCtON 2 3.3 .. ATTACHED TO INSURE PKPFR ANCHORAGE THIS ,NUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME BINDINGS. e BOLTS TO BE WN A-307 CALVA M STEEL. OR AS1 504 SERIES SINNILM STEEL WITH 36 WI MINIMUM HEAD STRENGTH 10. EACH REGULAR STORM PAIN. WITH LENGTHS OVF31 B'-e THROUGH 12'-4'. AS PER SECTIONS 0. S. 9 a 10 AMC ALTERNATIVES BW, T ANCI IONS TO WALL MALL BE AS FOLLOWS SW h 100 ON SHEETS 3. 6 h 12 RMDECMUY. SHALL HAVE'A LEGIBLE AND READILY V16NRE MAWING KPSMUCTING OWNER OR RNANt TO SECURE PANELS W" APPUCABIE REWORCEMEFIT DURING PERIODS OF HURRICANE WARN" (A) T9_,p(WM E91mf _QQt GLER_ I I THE INSTALLATION CONTRACTOR IS TO SEA CAULK ALL %WrTEP Cowa aw EWES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1/4'• TAPCON ANCHORS AS MANUFACTURED BY , TW BULDEX. INC (Mt, C -3192 psi.) THE BUILDING TO PREVENT WIND/RAN 04TRUSION - 1/4• I A 7/6- CAL"i ANCWNS. AS MANUFACTURED BY DEWALT INC. (MN V -3000 P.WI.j • Ile. + 3/4' SOUD-SET ANCHORS, AS OISIRIWTED BY ALL PONT SCREW, VOLT h SPECIALTY CO. 17 STORY PAID INSTALLATION SMALL COMPLY MBAR SPECS INDICATED IN INS DRAWING PINS Air BUILDING WINO ZONING REGULATIONS (YF- in. r3o00 P•I.) PROVIDED By THE JURISDICTION WHERE PERM" IS APPLIED TO - 114-to PAIEUMR FEMALE O h PAHFIMAR PLUS ANCHORS. AS MANIXACn1REO BY ELLO CONSTRUCT@N PRODUCTS (MN. 1•y-333o 13 (•) THIS PRODUCT EIALWTION OOCLAENT (P.F D) PREPARED By THIS EMCINCER IS GENERIC AND OLYS NOT PRDWOL NrOPINATNIR P,.,R,) - 1/4'0 CT TAP -GNP ANCHORS, AS MANATACTIPIED BY TRU-rAST CORPORATION (r,:-3600 P-F.,.) FOR A SITE SKCFY PROJECT: I. WHERE THE SITE CONDITONS DrVNTr TOM DK P ,O A, 1) MOOMUM EYK37MENt OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4-: 2' FOR PANELWTIF FEMME (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND NSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT BASED ON THIS PEA. PROVIDED K/SHE DOES NOT WAATE FROM THE CONDITIONS DETA LID ON THIS DOCU,AENF O AM PANCINLIE PLUS AND I 1/4' TOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS 1141 CONTRACTOR'S RESPONSIBILITY A2) CALR-N h SOLID -SET ACHORS SNA, BE UKDOED 7/a- NTO tHE PONIED CONCREE NO EAREDIIENI INTO (r) T S PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVAUO N MODIFIED. STUCCO SHALL K PEWWTTOD I/.' 9-20 SCREWS USED SHALL BE 1 1/2' LONG MOMW SHOULD STUDW E"51, RD I' MINIMUM FOR WALLS WITH RO STUCCO. AN AAAY BE HEADED SCREWS OR ALL TNRFAOID SCREWS W/O HEAD. 161 SIR SPECNN PRORCIS SHALL K PREPARED BY A FLUIWA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TK OUT WITH HANG NUTS ENGINEER Or RECORD (E.DR.) FOR THE P*OJ[CT AND WHO WILL. BE RESPONSIBLE FOR rW PROPER USE OF TNIF PTO. ENQMW Or RECORD. ACTING AS A DELEGATED ENGINEER To THE .3) IN CAWTSE TPRECAST STONE. PRECAST CONCRETE PANEPAVERS, STUCCO PAVSTUCCO OR WOOD BOARDS K FOUND ON THE P.E.D E1Mx . 9441L SUBMIT TO THIS LATTEW THE SITE SPECIFIC DMWINGS FOR REW", EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG DOAN TO INACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND N A.2, (e) THIS P.CO SWNL BEM THE DATE AND ORIGINAL SEAL ANU SHURATURE OF THE PPM35IDNAL ENGINEER Oi REtdq THAT PREPARED O (a) la H—.RTRIG CONC___ n(DCII WALLA-;_ C-90 - 1/.- • TAKON ANCHORS AS M HUFACIIRED By I I W SLIQU) N. INC 14 SHUNER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY WSIBLE LOCATION AT STORM - ,/4' A , 7/5' CAI-N ANCHORS, AS MANUFACTURED BY DEWAL1 NC (MIN. I'.-I500 P...) PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 Or FLORIDA WILOWG CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LAKING t0 COMPLY WITH SECTION t7099.2 OF THE - i/4'10 F 3/4' SOUO-SET ANCHORS, AS DISTRIBUTED BY AIL P0041 SCREW. BOLT a SPECALTY Co. FLORIDA BWLOPRL CODE (WH C-law P.,J.) - 1/4-19 PANELMAR IOAUE O WINO PANf.LWR PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION T1115 DMReq .SHALL OMLY K L16ED 10 PRODU IS (MIN. FF-2071 OF I) N HNI/IIII/N+•-. A• IXLNN PERIWFi M THE STAR OF FLORpA -'41 r/11 - 114' • CIF TAP -GRIP ANDHONS. AS MANUFACTURED BY TRU-FAST LORPORAtION •11Ea /l �'','-`n 91) MINIMUM EMBEOIEM T% TAPCON ANL14(I15, ILEA PANELWI[S ARID Cf TAP -CRP AMC1gR. INTO tl,F ; _, FLORIDA BUILDINO CODE (Nigh V•loei NMrrlct VV BLOCK UNO SHALL BE ( 114', .40ro RT1L0. Na 20 GAGE GALYAINZED snm STORM PANEL N0.4 187 0.2) CLUI-IN • SOU& -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO TE CONCRETE BLOCF LRN, NO 1 INTO STUCCO SHALL K PERANTTED 1/4' 0-20 SCREWS USED SMALL BE 1 1/2- LONG YW41MUM \ GLOBAL PROTECTiON DUCTS I,LC:. *.q..C7• EITTST. AND I- MMMUM FOR WALLS MTN NO STUCCO. _ 11 2 .J IL� L -- 1L ECO IN TILLIT TESTING 8 ENGINEERING COMPANY WALTERA. MUT, TR. P.E. tilteonl&aol.com PRODUCT EVALUATION REPORT "T Lim -N. 44W FL,,A. LkFRl"_ . "%?IF REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global P-rORGUMPtaductsA.= 48M S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 51620-3. Method I 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 Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to 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 2. EVIDENCE SUBMITTED: 2.1. PRODUCT 19YALLIAPON DOCUMENT (P.E.D.); Drawing No. 20.175, titled '24 GAGE GALVANIZED STEEL STORM PANEL% Sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing Is an intewr�1+1f4tf'froijrls Evaluation Report. `.;'�.._„....T.."",-ry �� =Za DENS, :'�� :- . 4167 / 67A EOF ;�k, �''• 6355 N.W. 36tb &net, Suite 305, Miami, Florida 33166 -Phone: (305) 871-illw 1ptq(36?��; K_I COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS (SCALE 1/2-17 _---_.-_-__.IS.te6-nOTK MOTH) -._... __ __..__. _...- -...-. ..... _- .._.....--- .. ,...1a 196•(TOTAL WOTH). 12.500' (EFFECTIVE WIDTH) -- - _...-.....--- -- i ' I. - I '• ,,,r. ; :r ,1.350'--', ��L o,0-W M94 TOOK ,.350'-7,; 'S -T_Ilk CAVAN= SREL I. I(� // IT - 2.657• o,ow bw THNX 1RyMEQ. ^' ` /r I 1 * 2.e97` I ORAR SO ,tE,p,[p 4' ,r 1 -9 GALVAMM IFTTIL EDDE / ✓ ( d I 0-00 GKv. � a.opa RZ l% , TFP \ ASIY A-1g3 7.0� .24'i - ` �T� R.7 DRIVE s0 AraaNY DRAL AJ ` - —_ �' DETAIL Air \. EDGE C-60 GALV. I EDGE . 1 \ -�YL . � Ml' L �AL A � L ,- 4e.e -- --------.------- - - -- __.. .. _ . __ T .._ __ . --6aS0 _--- ...._ - -1.350' (D STORY PANE L 4 END STORY PANEL Cv -a.157• W LiSo - - --- -- 2.,e7 Nr41QS 0A W �/'"/- 1 t00' R Hl �2S' 750',- 1/4•F70. 1/4,F_20. .125• W/'AEI01[b [D(Y % I .100' ,E a SO a ' l (. 25' -.� stlD •MTrn TO RR.CirD - „750'•- /, 1w Ow I .7lv' i ! ro ARGUE • ro A1101t • , ) r' i 1 / OEM 12 r/r o.e11. ,2 1/r STUDo.e. � y : io.05' 3.375• ,09T .093• 1M1. • I".2.000• ,.500' 9n -_830•9JB'YE '•"6�50`2 1 5` ( I META• I .�gei 112111 xTAI I I R a ]73 . 1125- . I ( A) �--I,OO"CI i.. .-... S• U... _._ . _.__.._....� � ,_-1,5w. � 1_-, 500• ISOMETRIC VIEW DETAIL A_'� rut 2.0111 ROUNDED CORNER • ENDS Of PANEL'S END W W( NDAYE➢ EIIGE. aO "h' HEADER (�3 "U" HEADER 4O � ® ANGLE WITH STUD REVERSE STUD (H.T,S) . i WAD GET. v (--�.__ ' � 1//A • 2/14 a 4. 374' 374' 1 t2y' I' - ._._ _.. J tiP Tar ITXd --, ON• 0e6 � 750' ( _ J.3B0' t - .An l 1T, 't .'_.. _ 1 jj4 .:tt0• I . ,/.i-E0. 30. YR49 1.407,1 043' .375• ) , _._ } .069 __ .GAO iS • tSTUD RK 7D' OG. I --- , A7, ^ 1.071 10 • I I I - �! S1/y1p� Sp VIEMLOCATION AT .95Y - 1 1 • 7.000• SO KEY HOLE WASHER P.W - .063 © 'F" TRACK ANGLE (R 3/a" "f TRACK ® FLAT PLATED 0.039' (w� M;;'~.oR4• IN WITH STUD GKVARItED �3.4'• Y. is Dwc 1 �� A. Tki/T 1. ?; EN ..111 . -t-2 e-..67s. _ I- _ �. Jc44167L J r No..- .375,; ' -___ t r .__� s Tlr * : * FLORIDA BWIDING CODE Hr h VHoa 2iD' ,v._^� 1e76 XAMAC id +n a G r"'n -- TA On" "Llm RIG 20 DADE GALVANIZED STEEL STORM I t• ;' 2.000, DETAIL T ® K�.i rtL n/LcS • l�' c 3i'TLC-i'"Y' GLOBAL PROTECTION PROIN)CT5 ALUMINUM ®� u2."EX�7u'X�tEF/rS " ATERNL7nu.. LOSE MIHo HKn W/wr AT PANEL F� / M" • .Z �i I I. E C O ~ 1 ) L N Ylilou7.(F , 7 'W K/ "� a,- r" , am < ., wW,1,R W-Ometl• STEEL O1 110fn PLATED STEEL). t fAL/aO4OLWE/OAR A M, •, ►t MtODLTC 1' V V4L(;ATION RirP()RT NO. 2047,17.01 2 2.2. TEST REPORTS: Large missile impact load tests were performed under SSTD 12-M standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Teel reports prepared by American Testing Lab of South Florida, Repoli # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Teat Report prepared by Americen Testing Lab of South Florida, Report No. I123.01-10, dated November 23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000, slgned and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teed as per QC Metallurgical Report Na 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCU ATInNc; 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 based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. 'nut, Jr., P.E. 3. MISSILE IMPACT RESiTANCE: Large missile Impact under section IW9.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175, Maximum Anchor Spacing shall be as indicated on sheets 6, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. 00011111 ' Ns'11 �9 'c =167 7r a 7/� Llrj * 'Tit ,...;FLOR)OP' :'AWN 1AFSLS NA4 C`D.N y� /o AAIrI 11DNt111LSA T Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 6, .MATERIAL CHARACTERISTICS AND SPECIFICATIONS, 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 B, of Product Evaluation Document (P.E.D.), drawing No. 20478. 7. LIMITATIONS AND CONDPIIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tllteco, Inc. and signed and sealed by Wetter A. 71111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 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 Welter A. Tfllit, Jr., P.E. (Florida License No. "I67), President of Tifteco, Inc. (Florida CA-OW6719). Vr� �3`'�CENSF''"'Fci 7G�, WATLL s�!.Q T,T� pp 7 Oa TILTE,CO ADMON RECORDa I?� E. REPORT.20 I Q64AAL P40, N P OdOCTa. L WO WLLVAM2ED MEL STORM PANEL LDMYO#20.17e1REPORT82"n" �- (ORttiPP, ',�4 k_ . . ... __;c; 1/4, 2/4, 3/4. 4/4, 5/5. 7/5. IW/10, 2W/10, SW/10. 4W/10, 6/5 5W/10, 6W/11 a 7W/11 r MAX AVCIORE: FOR CONCRETE SEE SCHEDULE ON NUM a ♦ 9 __.. -_ _-,-3' MAX_ 71, MN -I- - _-.---- FOR WOW SEE SECTIONS ON 94EEM 10 & 11 _ I• Met. 0 0 0 I I 4 6 1 _ > _�_ . T"'I'"', "ji I I 1__- _L___T­_ 71, 1_l -_._l 1 'i _- __ _ ) T i f 1 , j r � i._. , 1 4 -� I -�-:- �_I �- I I I I I j- 'DOLTED PANELS W/ 1/4•-20„t• JUNSOLIED PAN F15 (SEE AS I S- M.S. BOOT w/ 7/B . 3/3a• 1 I 1NNONLm a EA. WEIBM / I (SEE SECTIONS AS APPLICABLE) I__ _.) I. 1 - _i_l__ -I_ ,_ 1— I IL L i I I i L.I r A,,- 1-i._IfT T.-�.-T -� T - T. .---i...I. T I I it ID.M,. 4 .+ - -- - )' ,'io --L!� ._.i0 I.. .... oI. I- OI - - - ©'�'oQ/�� +©' ®' U°f` '. ,i/4. 2/4. 3/4, 4/4, S/5. 7/9, 3• MAK WIN - 4li, 1W/10, 2W/10, 3W/10, 4W/i0, a/S SW/10, 6W/11 a 7W/ii `-__.- _...._. .___ _ ANCHORS. FOR cownm so scHEOULE am SHEETS a h 9... .. _. -_ FOR WOOD SEE SECTIONS ON SHCM 10 • 11 _ _ I' /C ' MA ( DIP - IL. 2.67 1/. (IAIa OYE6M . ___ VALLL'/J `V I O _6__r N N S Cn N _ Ca L N U N CU 0- _-a � O L_ c 'EnU ca-0a- � Cn (1) -0 Vp -0 -L _a C 2— CU e- O O CU U_ p CU > . W _0E CU O 0_� .,Q . _ CJ) >� Q Q Z Z W J CV Nte/ V n,) . " n 00 . r') cm (', 0- ''I Ill d C/) ' - 11 f;i U- ' t; 6 < /'- `3 4- 1 - .,S !)IN �/ I 3 - - V-'Y ENO CID AM DETAILS FOR INSUALATION IN POIAiED CONCIRM INSTALLATION DETAILS FOR REGULAR PANELS(I A t'1;i1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK OONIMM BIDE( OR MiOQO INSTALLATION DETAILS FOR REGULAR PANELS j dt a -•, an ftw,wn maw 0. <• H •� VAIJD FOR FI AR. LIFE SAFETY AND E Z HANG Sr M PANEL SY51E1Et BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES w4mm ANIINo1s )CA.`"aPMTE PLUS a OF VO-OW9' (� M1°'0� ,9Z(( _ _ ANCHORS. FOR C014CRM YE SCHEDULE DN SHEET 9 _ _ CONCRETE OR GQd OCK _ (WEE u w +'".! eaLAJ oN BEET • • a) WHms 9 ROOM, 9) 1•._._ l' I RED L'ONGRT[ c➢NCREr[ COIK%rE FOR WI000 SEE SECTORS IN SHEET 12 INTO EXISTING AIVOM Ft Cn " --� �. OOWC'IET[ NE➢LIIREDI o - -.- _._. ,/2' 1 4- .� r-1 _ � --� EAIOONS-�nWEalAf GI �rAeE 1NMOY -r YWr 2-1 T 3• �I �B �_qCONDOM "C"Oft W aLs a T. aAH q - -tD — e�aT9 ff°"0`S`i,W O wlel f) �4 - Wan f nwa a r I NInNc ra IBa \ wn.^ L ; "YF`..°"R. i f �' N[oIANEoEaNrwE oY -DE 6) E - Y ^ r EYE icAHmtAt a n 1 W/a �_ n'' ') 2• - E.. rw oe9r .i cunt wuq ae, rwntw'9 f4' ..I OOMCnI1E [ RE0yeE6. - 1POURED' I 1 1 1 ®IBM SHEET v) L I- f{- �� \ MM. 1 MII.- 4 �.., . \ �. \ v- iC__ T ,•r4. I TE {__ \ / yi>L • oi.• DWm. e.N T °I" Yt L I _� .._ - 1 �'. - -._... HI j I 1 1 I }- E� (D a) . T� H ---rya 9�" I Q 3rPF : �:. J '` 3 J71• i •- i L I J• IJ EI I ti' 1 I s \ 11 I ( i Ili 507E RrONR 2 1 I R OV9ED:j .\ I I E iD �• aIA . \., `�'• 1 EJOSTING POlIRE17 : 1 ,• - I r-•a L Ps 1 ; I 1 I \ I O.r " I 1 3 i .. ) 7 fM �.. , :c I , CONCR[tt W I 1 � 1 `�_- i cb I ,I i_.1 .. �. L.;_�, .._._�,._ ...i. .' BEwWt• �e 6 Y ./r 1 ;3c \ . I 1 I L;. t. ': a3 .'. \� j 1 to DORGeeR e1DY I ' 1 >M" : r _ T°' rl — yC n ,11 !E f(NIOLL[ I 1 VAW 9M • a I �9Ra. I ; REQUIED, ; ; o �I /�� ' = _ J ti : I- ' j I i/.1-10.i' I ; -�- fi I 1 8 'Oro. +•. RslMleaw 1 , 1 I It 11r os 1 1 s ,A• ac 1 1 CASE ♦ fPLAN) V-' qr.l, T ' � r;. v. I <:i ;. i1 j "`1;<•c' , San W/ , I 1 1 - .:, .. •', ' ,ice'.` .�.,q , E 1 y.' 1 ,M •EWNr .11 T- i. rl' �nw eMrwmR 1 I I I. r I %a� 1 1 I v.. - - 3 _. I U - -�..__ _- -----_�-- sCNi "�,t3 eP/ .�Ne.u, •�i�L+ni.. ..SVWWWN h I I ;_. R. i E i I �i 'r • T iBE 1 I T � ' In H 1 `. • I M6 1 ._ .. _. 1 l M•1. OIM i I. welt EWN R 1 1 -- -' { 16 A2, , I 1 I 'I O W I PtN I 1 _ /r' % -rNi aN .oar lO ; 1 Ira. w, i I •'f'Er� 1 ' _• t 1 A N- i rt _- J •An 1 'MI geF'•Yi 1e aPK 1 4 1 �uWl,1 1 99�„II L 1 MI • Iu 1 V CASE rR fPLANi t.e sMOWUI I I I ; e 11 H I .� Ip O 1 I 1. I 1 * -. .1 HA.191-�. `,-- 1 A•1 I 1 IAIo1W O aI a.W4^1 1 r. � Pr eW r I. rt I - ;, , , ! , I � � I I . ; - -_ _.. - i -- D,r,W" I 4 • 1 1------�'•' - •A 1 NNn re• A 4 1 0 :' ' D — 3 11-I I ' .. Y, i 1 t ? ) I aoR . N L 1 i I i ; n I i I J i 's ...1 "r '� L fo{M NfPPZ%.- M, Ilp�r 90 r i 6 i,pti-Dar 4 9 �,/.-_3W1- r ;, -, tx t '9 L.ia 1 1 }V . A ' xe,RY r Plan. 1 >a • I EW�a _~_0 Un fJ. •a 1 I Wr 'O IBS. i i I �:/ i Q I '"v„ !!,`La 1 i �'� �aIL R .,3EFaMs 10' i O der 1f '. i,7/6'F ` v 17 --- - ) 'Yrp I _.I i7(ir '>/3a' _ _ _ I i i i ii 1 I 1 W 1 f Droll IW. ONYT4W 1 \J I 1 ' !`F'Jl-�,IQC1 D I MCPIORM. Y• I I IOAW la•a06dr, _ 1 1 _ - I \` 1 1 ! I 1 r. r. err u.r 1"IWms___ I_ 1 1 )' 1J '1 1 I /B�3/Y' 1 I // D- TAn • ARCH NA, • TAeI MR • fAW I 1 1 T`.:;. _ 1 - • �', I - NR rR aLAe 1 1 I rr:,: i / \, ,Kw � _. .... -._. ._ L r.____—_. ru L - , I .0, I I ; I U) < 1 i 1 • [YON • _ J` _ �r •�Pw•� q I ( _. PRO, —. E, .; I q ,AS' aG low - i_ iR0 • I 1 I T l ,1iX NIA, aII rP[ `1J -_ 1 (, I .i�:.-: E l ./. !' -.r-.i gg M ERSIIIC El) . 1 •` I . - . '2 J!' / 1 3 1 ,LjI i _ E{ 1 I COnGL7[ % 1 nit • H d•L 1 r EFISTIHIG FOLRIED 0 ..� 1 , COMUIERE 011 E.P I tl ,/3• et �, , ,i3 ,� ; f /- \, �/' 1 I O COHIG[IE 51.00N i 1 a10N lRly • 1 H COICJET[ 11R . - :. -. _ - -. _ 1 r {,%/,: / YH• ! ypR .� B f. T4 allu &lye 3' W� /- 1 CONCRETE C0"C"M ROCK ,' - 1 1 rw 4 . _ .\ ,.o rlmA /- v/tE cur[ --1 REOJIIFD ; --L .'' 1 ,3 I/r OC. N' 1 - _. _.. 1 REOLWIED BLDOIU i 1�. BEGueED. )` ,/a .- DAaTNHG AQPILb E 6 1 1 M1 — H..iN.11 � X BE t' 50Y -r Mat _ D.II..® BB. ,• W. �® (ET-v 1 \ :. `•, l {.. i L {c -_/ - ,' Wn� COONCAM eMCRFIC N " 1 I ED. ® 1 CA.iE C M. I WN I. ANCLOR6. FOR CONCRETE SQ SLL4mLgt ON SNE[T 9. _ ".:: CD V '' V 9- '• I //r / o.,L - CASED PLAN) C� . i G f": ; -_7 [RISTWIa POA.RED y \„ p •-•,' YN. IEarI®. / 1 LSRIST94o RDIAE7,f_' 1 scALr s/+e•.1• i ; rT. FOR loco SEE 2ECT1oNs w elan Ta .. - - DpHp,EE J3/. - a, � —I .� I CONCRETE OR - 1 sFxt 3/Ls-1• �� t/t'FWC i/ a LIRLWER AIQO{ •.; YR AloloW9 La I uR ,:ae' a1N) - IF, 1R4/.. „ y�1 ,: � `�';� I RL E lLax ', )/3 - "" ,.,,� P.� 'AI E' . .' � � c �� ; REGULAR STORY PANELS i tt� ELEVATION 6tA9eum r/ sw �/6r�Y r.W. a 7 rw 6omuLt oY l9a 10OVAL 1t ON �J I rt • A aL OdlrAi[ YlMali{ a �(�� 3} of OVA±. �. a IND (9Q fPmUlt W1 O (tQ �' — lea 7WmULt 01- `- 6Yf. •h HLC .___-_ _ ) ! . '-R�•R•IRA • r'- o "• ANWR�"R' °i.G.R'' d"i ,rw,i °R•"1"� • 13 i. 9Gl[ J/37-.t —^ O SIR[n f RPI018n 9) Ban 9 TIHRPII9H 6) aHHRn 9 11•IOIIaH 9) O/At-W dl AYELrI--'.3/4•'• . OWO. ae6n 9 THROW)" 3) P OeOO TA �•/ oarCuiE AIa1nRs '% 4 ,--i• M.- �.�;>..: 11YP • • a -'�, I� - 1 I � 1� to FR :'6 1/4' Wt. arP 21 dEE SEm At a o T ;} 1__.. 1 / T !00 : - _ , 2.67, L BullmElan 9 • 9) tNai7a 9 1,HHTa1AIH 1 ;. . .. .)Ya. I, �i.0.3/3Y SW,S WIT C , (''K MMtY1 (Ea SOr0U1F5 ON ) _. 1/A• -1 W I ;i .. 1. i D.a9AP 1 MHnt NUT__ II ZLII Salt J/a-1 tAIt 3/e-1 9GA1.E 3/9-, scAt 3/9-1' SEAL 3 e-, sCA,,E 3/e-I• O,O"No" 94. r OYH. - - - -�,,4 —ANw, nIFn oYaLr w,a..--_ (�•�SM® ,prl (MIT uLwRt or D.c, caNGl[R ANCHORS -- --- -- - - /j� ,__. __ • _ -.,.T ..... _ ..._.. Per. OOW �nul'n e�rrlYul6rOOW GaNCIM,IE t11GORi 51.I WNCIETE ANCHORS t� 9 How Ol' 1/.' 4A% _... .- a �r..��EE�� � SHEET f) pgDq� 011W aR SECTION ♦-♦ fTViDi C/'� I I ,MEN ALUM. TUBE OR 1' r -.. (SEE scHEDLFIr DN O ® DWO ffimPLAN) - VI ,E NADd --s '• �// 1 1 -(� Ga E.D. EDGE OISD6Nct - p�aps„na�w • NEW r WIDE . WM R I/r E.D. - EDGE DISTANCE .- 1 w R/ snn tens se"00A ON (MIT q "Ijv.6M I v I (sN1EET's e N o SEE SCHEDULE ON _ "_. WOoo Wq a/ I T W000 MATE sPWCER - >1 O SHEETS B N 9) EGLIt 3/,Mr _ _. 190401110 am•„ arc OR ,ram SCALE 3/Ja•.1 , A PIAr. I a ,' • MoR 1- WOE , ,TARES . 1/6' j I I 1 FOR TIN HY FCTIONC; NOTL F,OR fX)Y9NAMIN OF RCTIOILS: I y L TU BE ON 1* , VA 1 1 1 • 1 eE/9No TRMJ( / I TOP N BOTTOM MouNTINcs CAN OE CONCRM ANC = COMBINED M ANY WAY ro SUIT ANY CASE E (PLAN) sC.., 3/a-I• SCALE 3/B-1• SHAL LIJ I 1 " /r oc TOP N BOTTOM MOUNTINGS CAN K • • • 1 A T I a.a 1 ! ..EMA A T COMBINED M ANY WAY TO SUIT ANY d (� e3oH f) l r 1 INSTALLATION. fCAE 3/ta-L' �p ,I , - C I ' It 1Q, INSTALLATION I --`- • ; + ` I fGp A. TIC(/ V_ ;III. Wj G :; N •? >:1y 3,. . ,, ;,\ T>CEN, ' ✓9 aETINc'' ✓ FtORIDA auiLDINO CODE Y h r•loa ilunteen• Zen•' GEN % FLORIDA eUIIDING CODE le h VNoo NurrlaarM Zone) Brie PDI pEQ FLARIOA BUILDING CODE MI h VNooi NuMeen• ZoM `W„e,E,E NHPM epfO D Y W UNION InoIH o r �L:' �; • �j ,IONOI,ETE 3/4'I- , {_ I,P:r 1 1(2 MIn. COCRETE BLOCK OAK a SRAM ,MN ! •Stec ,aT¢a rHe rr. .2m ILROO, We I.P. t YR 3M4t1N .�PIL ,0 E Dow _ _E,0 *: 7 ." IILXWI NC. 20 OAK OALYArIIEO STEEL STORM PANEL o•�r Or antra • • U s M. REOUPIED. none N•sR. 20 GAGE GALVANIZED STEEL STORM PANEL NOTE FDR DF SEL1)DNS: - NO 44167 ID, GAGE GALVANIZED STEEL STORM PANEL �waErt NO 4416T WON a .(5¢ 3bcasticN # ; * x6 30y x 'At i - s C _ aT/a/"" E.D. - EDGE DISTANCE IM' A' -.- -_ sale 11YPIa"N n ��. MTE ' ! . GLABAI PROTECTION PRODUCTS, U.C.W/Wi 0 srJUE 3/e-1 ::. GLOBAL PROTECTION PRODUCTS, LLC. Arc tSEE SCHEDULE ON TOP N 9OTTOM MOUNTNGS CAN BE s am PRODUCTS. LLC. p eau CCU ___ .•r La 61 seal SHEET 9) COMBINED IN ANY WAY TO SUTT ANY onu S TEOA - r IL ECOENc. S TEO '4ES •. OR p : • IL E C O ENc. .hoe 9.W. 9r TmaT DETAIL FOR SPACERS IlE0U11tED AT TOP �p • * aWlt, IL •331. INSTALLATION. '' F ► Loy I L E C O INc. .eIM Lr 31 arm Z • ANn oar. n 3u14 •P'• RID, 20-17a % O,t•'•.• R10 ••(( r6IA� • bra ti 353,. OVAL E �0 £7 . ,. Wrr b•IWE R aNPI 0 r: (►64Mv6-Tint FAIL (ae.)w ran 20 -r 7a BOTTOM TRACKS AD IACENT TO STUCCO/WOOD BANDS Le^ •., • r >M PII n"He I/NRM-T•M. FAIL ErA)w 6nF 3y 4cs ��` rl�r r r� R m W . 0 4e Tee.Nr-».L rr tvs.l9wro7 20- 178 Q ,• BM A Ir: / a-eaonn A S/ . •r W.. FTLAw 040 "N. SCALE 3/9- aH•I Ar' env Nm-1A, �. Uf1s •A` " R n:. eHR m-OAF . ti . /O"r 4 J,., PL - 1 {F exYr S NI Y nlrllr^-- MLiP A 1aLD .Y.. r.3 T'l _ - 318aL I O/ L J w fNm / M 16 A T9NR R., P ' OMRW" w �•wN" NA A./wNATWrJwn Pa�a111i m .AI CL SHEET NO. SH 1.0 I .!.II `1. ., I.T II If11___ 1- -I11!_ !71!'!ill rl! 111.11 1 1! .' .lu III111 .III I LAW I I I I I I NIA V a SOLI. 1, a . . ND.1� WALL AND FLOOR MOUNTING INSTALLATION FOR'"�,'fi'S �,__ r _ -.-••_ _-- SPLIT PANELS moM1 •ems,•amAaDN_� Pa,A® � ) '1 C' 1. *�i mr •.A`.�o Toll � l 1 • Irn. Ter . 6erroN) _- . � . _. \ ® \Kip MAJIT_ J rA PUT.2 1 --h EAO[ Of WALL. 1 `•' C '' ;uvr PLIED c } i IM Owdo E .Ic Na em OK .�:: n 1lYY I 1-_, • IN1r• - .NO. • °Omtf r. re rasp I Saar 41..-FIA W. - dl-Ir YAP .W Yl. - - _ _ _ -- -- at➢R a _ 1 111: ILA ���� T NO. i111L'�A f I. IY Omr PROI-r-M En.O I 3 1 1 o3ff ., v I ... II/ ,/•v MLaI ) -� aw. I • M YL ' - - �� -'1� i � r IAAud aw • (u www Nap •. 1 . 1� \ 1 SECTM]N y_y �'•Mn WaD SPLIT STORMP�J%Lr ELEVATION n�•M ' Sf1LLI VA'-1• SCALE 1/6 .1 OWN 01 BETAIL i 1 ..1 an MULLIGN SALE I Ab.. IIIAUON RE'OUIRm W. 1.• 1 [ 1 \ 1 IT OPaIpE AIAa10111 SPAN (FL) ' TUBE MULL M - 0 .'-•• 7' . ]' . t/s• I cm IS,fRaL DEN •e11 a • •) j I 1 �Ay Nlla M/r-a• r nWl --mY11I O�OAM-nN NAMTO N/LAN Ie1 // � or � r;W/l > {•-/• To $'-W 2• . °• . 1/9* �'SNIPR -- - 3`:' VCEN 5. x• . s . 1/e ACT >�°c�a " gym' LNa�iL[ °Rc" m NDTL MULLION CAN AM K POSTA= W/o room WPaS ON TOP 0, BOTTOM SO THAT IT B LOCATO AT TOP O1 60r1PM or OPD". (ONE fAlel OPONINO W/ TUBE TOP a WIPON) . •-I L•,. I ILL .l L i•1 „m•iWI1°r°u1alw�w Mr.M ARM 1•IPm .. '/•'� •ipelrir.,,WiO, I "6i1.r .Om w•mA Im- i � YISTALIATION J� - ALTFRiIATiVE 3Ml SAIL- Ile - I• mZ Tu ,J�a. +Mr eas•ru j' 1J 1 ' •M•/Wrlm�ilN1 ®°OA,eema. I II �I'YwMr w Iw MISTLLLATICIN -• ALTERNATIVE 2W WAM. 1/4' - 1' MOTE& 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS LIP TO +55.5. -72.0 p.s.t. AND PANEL'S LENGTH UP TO B'-B'. L FOR NEW WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECFIC DENSITY OF 015 OR EQUAL NOTE FOR COMe01Al1ONOF „SECTKINS. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INS7ALIAT,ON. OONO M MCHM COMM" AMOCO _ FCLRED 00-CO iE _ \... o NED wacmTc [Du1E0 CeAL I i !!-- Ls61a[,pfpylMTgN I Fg - I 6: IF°• Tb 'PIAWE ' a'KINDw� dnN 01 I TO °Ubf /1 Ear N sm i li I/Y D.c. Jab s1'OMCiID Ili 11T o.0 4 i T/�• IAn 1 .1.,� L Y O/.- M!u (DR QI m (SIC[ OCI 1/N) I ro • r , C,c. NEI r M. (CAN 1) ro • 2 I/Y oq ��(( N (ea OR. 2/1{) 7DUNID 7-% m on aWJ 9 , RLOL••D �%r I 'r I r I 1lllil'ALu1N]N _ ALTffAATIVE AW DWALLATMINS _ ALTERMATM IRV (SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. SOME: Ile . I' AS.D. DEMON PRESSURE RATING) AM°N i rf ,T N° FLOW knanwo .,NAD/YH�•m, N1I1/rm� INSTALLATION - ZEGTIOM "W SALE: Iµ' - I' FOR CONCRETE sm aw: WEE somm" ON sum O 14, F••r- CFWOOD sm"m EEE Sw ON aN awn I& T. A TW/15 M. MH. �.>•�Mra F�IaIwDRa 61St�1 noon •gmfii�e1�unnummunMWM■ ■na(.MWwr I.MWIe , ��' �FI �N E■■■■■■■)/A■/■R■■IRR■w■/■Nil • �. P ® AnITON .V "°�'1. N/15 it I -J ON urc SAFm PANEL �- j1_ AREA w/NO LPE 9AF[IY PArRIS LOCATION Of LICE (SEE NOTE IBELOW) SLEDPAWL (BEE NOTF000CAM miocRE 9: ;i''/.•,/.; •, r , suow) IT PANEL ro A RIST.C. AS Dair ECKKU oN i •... FLU) g�� AL "FM 6TDRM ►NITS aPENNC s1W1 a en ,A POURED In"mmi- I % E d1�N) OPTION 1 FOR WEE S6 _EETY STORM le Ar.' c0%PWuAnoNPrmr" E «•L 0 Common •FC Oq1" - OFF D. REMOVED iAOY NIRO[ STRUCTURL IRE SM03PAS a1¢T p% �A LI•V3^P��FP� WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION suLE - SECTION I ScALe 3/5, - 1• -SECTION 2 SCALE: 3/s• - 1 .Im, WIP• (• I/. iw.�_ NOTES ON LYE ..rFTT _N1_ • PANIC, SISTEu IMST ,AT,ON : NW r i. In SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LIST PANEL) 1 NATT ML- OR AS AN INTERIOR PANEL. (ANY PAIL LOCATION IN BETWEEN END PANELS). [EE M DO 1'MI¢f 'N LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AD,NENT CTO REGULAR PANELS NNp1E1OX0A1) (W/ OR W/O RE01XM TRACKS.) t0 MOR 1) P. uR mAFETr PANEL CONSISTS OF MOW IMLVAWZED SEAL STORM PANEL AS SECTION B-B PER COMPONCNT�, SHUT 2 OF DRAWING. SCALE 3/32--1• TITS PANEL ITSELF TO BE REMOVED OR ,NSTALLTD FROM THE INSIDE OF STRUCTURE. J. LIFESAFETY PMQ : Y TO C°MUMPMNENT � a eOTTOW TRACK To MIIIIINNNPI CONN� V BE NIISTALL[D WAN, OR FLOOR MOUNTED FgL.lWNO SECTIONS T t 2 ow 1. R. AS WELL AS DETAILS I a 2 ON SHEET 14. !1J"✓ �EN,SF' A. Wn. LENGTH FOR COMPONENT ® NS IV Max. ANCHOR VACIND FOR COMPONENT 0ANCHOWA AT BOTTOM IS GIVEN ON - SCHEDULES a x. SHELi t{. COMPONENT MAY W PERMANENT OR RDWOVMIL s # TEST; s SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15 .q 6 SEE SHEET A FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INVALUTDN OF FNN,JS ORAL SPACERS AT TRACKS INSTALLED ADJACDO AND DEYM TO STUCCO/WOO BANDS. N••M /IN1V•IE P MMIMUM A.S.D. DESIGN PRESSURE RATING (a.m.1.) AND CORRESPONDING MAXIMUM PANEL LENGTH kL• SCHEDULE AYLD nio, sn. pwaIA-6 Lea wIPLl111bAIt Y M1 s- , - 10 - aarYa A .. ., ° MiWo fP .+J �(mm3a1] CIIOItN Iw•.io dAO odlplgM i MO 1 Iliv!M�M�6171 NOD, -72A r-Y O LOW 1 1/4• 4MNLTm I T RIJ 6 a 7 .3&A -nA a1'-e Tp r-W M•a 2 3/4- INBOLIED 1 INU O a 7 .NIA. -710 sW-r TO W-2' Me. a ,/2• • •0 °a�IN • +.a.E -ILO 12--e OR LESS ] 1/I- • ' !M 6, O a ,a • 0OL= N/ 1/.1-MI' OS. LLS • 000 AT WMAK a MOIDrON OF PAR. N" ONLY FOR PNQS(1]a eA YQTAL1AtlO/S AS PER SECTIONS I TNRJ 7. ON SUM { A 91 U,WAM A;D. DESON RN ,) MNOWIM ANCHOR STOW M Lo.. 3 1/2' •• APPLICABLI 1 0PREMAME ANY f ,HIM oN IFAYIIUY ITNRI 1' TARd! v TAP -OOP OMA-N PANDAIM r1ME 0 ./MAMA" PWa 0 m1 eAE/E 10 CONOMW a0d O OONCRM To DONCIMTE a0d To °OIN1pA To COHORT[ BLOCK 10 OI mn AD amawn •TOOT ro Ommm Ommal IE OLD= r WA NIA N/A a• M/A d- Al/A I• Nh , (TOP) 1' r WA WA a' r r r r r• , (amroM7 e• N/A N/A N/A 0• WA a• N/A r N/A I Oro) r WA N/A WA v MIA r WA �r N/A 2 ismO,) +O•D. -na r WA WA N/A r WA r N/A a' NIAan u3s an LKU r 6• WA N/A 6' °' r I' 6• r 3 (BOTTOM) {• M/A N/A WA v M/A r WA 1' N/A 7 (� r 61 N/A WA r r P' E' I' r 4 • 7 DBOTTOW N/A N/A ,I ,/II' a t/1• ,2 1/Y a I/.' a 1/A' r 1/•' a,/•' alp' s mp/sOr10M) 9fE aa+W w a 1, FOR ANDOM "K a SINOrD MR e1Rm"Wo INTO IIOO Imm aaorlB YM L" AM" $PACON6 AND WOMAN cm 0"FU1rl on WKAIW ON TIO sO1tD" I'= [A. LIU TWA INDICATED ON SO DIOUT RISK[ NOW MOW eY MUIPLYW VACW MIOIN O WKWAT IN TIE F MLOAM I'M)IOR6, IN ING 00001001 10 R PQ=KL I DUCID PACING ONIIRD MONO FACTO NOU MIN O[ LM TIPN IAII•AA PAOW NON'►Tm FOR Gd MOM rNt AT AICHBO Li7WO. 1OOR tIR ye. _ -- 1/11 1/41 1p1 t/•1 1/W r A must won A) ..1.,.,.,.y Iu LNA N>I.N. er W"- IOMR v ees rAmm - D, 1/1' ,0. . S/r am swum NDNMO W/ 1/A1-ED L MS • a I/•• DEC. PO. FYAa LDO 45 I• TD 1'-0• MID a 1/1• °.C. FOR MINOW UP 10 e'-6' Yw. OR Ill- FWBEIAII M., D - ►MN r11O,0 • ', 12 Ilr 0 G 'LAN r I/r W, THAIDO O �I ION A 1G0[p /DTI W IOIDIM U► r-r Mb. L I I I I I R'WOOMaD� I 'I - 1 1 1 1 1 I 1 °Mi..a WT1 i r EOI ' DD I L I 11 1/4LED.. 3/r LOW SAWN PMM•10 W/ 1/41r-2Pr $S us • IT I/-' °c no Pw,a LOOND UP TO e•-r me a /.• O.0 FOR MIND" To r-e' t4.. rN••R111 j 0. 1/1-10 PANEUKO1 FOWL D O amRD PA/16Mtt Rlb • is 1/i' 0. G .TIN t .' ,� +n' MI. t1•RADED INNOMIOM AT AN1 ALL Low" ro a w LOP TO WELD RATE IO r-r M.>< DIRECT IATION BCALf J/M 1' mgm. 1. INSIALLA"ONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5. -72-0 PSF AND PANEL'S LENGTH UP TO W-e' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOIIAL NOTE fd1 COYRINA�RE(_iiE_SE(.iuiG(S: TOP A BOTTOM MDUNTINGS CAN BE COMB•NEO IN ANY WAY TO SUIT ANY INSTALLATION. STUDS • UTERI' ( r7VE1MAP Yb12/NOiD PAO�L` INSTALLATION DETAILS FOR REGULAR PANELSCb INTO EXISTING WOOD STRUCTURES i j��;� .DMf • r O.0 1 Om41•N & �1-A ' � li. 'III 1 - J rot II i �'i�� E E01 71 II OP III Eat L.. I EOl( I t I �TT'ANATWE i W A jW BALE ]/e-1• sU,LE )/s.,• I wrMHUX.T9AMT� a - TO IYAtl. i I•Ia lAll a all 1�RR4 E0t I' C0 1 _ C4, I 1,1 1 EO .' e>A W 1/7 Iw � 1 •1- sA eE 4 D. L m�i/°Nai�iAr '.. !_,/�j1/••INw •e01°ailAlmr OG .ALTERNAM ALTERNATIVE AW 2tiA' 4Al[ IN MDI•II Of NAa K .SAIL VA IA.lf A11 ATIAY SALE 3/0. 1' NOTE SHUTTER TRAM NOT SOW 3/1-1' SHOWN FOR CLARFIV INTERIOR "ROL I',- END PAWL O MOUNTINGOR DIRECT MOUNT ANCHOR ANCHOR FLL . 7. I• L CAPPUCABLE TO SCHEDULE / . : LI CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (b) FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES N.1 ., 11..- l.,- • 1 •, 1 1 8 ATALTERNATE LOCATION 8 t STUDS • [V[lIY OVERLAP p/e• MA. (CASE 1)' - --- - - - -- Y MA. (CAFE A) C-- - O f 'T- /{• �ti, 8EC 1I� <ff , IN(OIIOR PANEL OA PANa fXE 8 SOMONAI } SCIVULE -4 -31 it FOR - n FOR -r-J Was ANCHOR M.a ARM" SPVCNO SPACING 1•-3' MM. DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 BALE- 3/1r - I' MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH •LM SCHEDULE IAPPLNCAMILE ONLY 10 SECTIONS T A, 2 NDICATrA. MR LIFE SAFETY STORM PAID SYSTEM ON nrLT 13L YA> NASA PRWUiN IM4W or IM-OIr C U-w NUDMSR FDME o R641MOE PLUS , ` a DN WAD1Y ►MOLE um. *L' (Nl 1O mom -a To CaNcom Comm" To Tommmtt to wTo r N/A WA N/A 1• N/A r N/A S N/A I a Y (10P) SS.O. -72.0 9• 7- B• 1. 9• r 9' 9' B' 9' 1 (BOTTOM) 51-0. OR LESS .ss.o -n.0 6' N/A N/A M/A 1• N/A 6• N/A 6' N/A I a 2 (TOP) S'-a, TO r-r 9• s' 9' s' 9' 7 1/2• 9' 1' 9' r 1 (eOR011) +56o -72.D 0' N/A /A Np• N/A r N/A r N/A 6• N/A 1 a 2 (TOP) TO e'-/' 9' {' 6• r 6' r r r B' 1 (BORON) Y SUM A Sp .TONNE I TM a Vr w Fd TOP O mw d4 r (WIND a r IY mm up man AP To SECTION$ a O°MBRUTD IA,IAINUM PAN LENGTH •L. (Tt - - .,, Of 7"EM +49.2 -°t.e 3• y ♦ 1/2' { 1/2- 2 (BOTTOM) 7-6 OR LESS +52.5 -BI.O ]• 3• {• C 2 (BOTTOM) r-6. OR LESS +55.0 -72.0 2 1/2• 2 1/2- {'i 3 1/2' 2 (BOTTOM) r-6. OIL LESS +SSA -72A 2 1/2• 2 1/2• N/A N/A 2 (BOTTom) r-s' To a'-0• +35.0 -72,0 N/A M/A !' r 2 (9001"MM) 7'-6' TO IT r MM1AAL ASA INaI M•• Knot uAWP NrwAr vwLNUL rMln Nwo & ,/m1 a.13 r aL1 mw I=•alAI a ove N'AMOIIp .Tao. -nA r-r a an• Ar•a+o BUT MrET 1s IN AMCHOID NNE a SM" FOR INRALiaav INTO ROOD mw "DM IM." ANCIIO MOWN ND ~a mDE ORANGE AR[ IM "vw ON M6 20"". FOR CO Low 11,iM ►I.drm ON 9O IOUE Am = AIIOION W.Cm IF Mar^"1Q INOdD slam ON, SCNmME n THE rwo1 FACT". ION 111• OPOMLON 10 R MoNKL I Ica) SPAOO OONNED UmMp F&I"w SNALL NOT t Im THAN MIDAM MONO M CA= FOOT LAfN mom TYPE N ImO Lma MOO lllf _+/e. --'MGM 1/41 _ 1/^ Ile. _-- _t/1•• _ vTAP•III wU-N w "am FP.Dr N a a I a 1 1/1 lurN a.+IMJ _ a a 2,/1 q a, 1 - SPIT Y pi NB�mq FAOIs1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS R INSTALLATIONS INTO EXISTING ^CONCRETE k CONCRETE BLOCK STRUCTURES (NAND ONLY MR PANELS Q* ® DWAL A11ONS AS PER SECWNS 1 IWW 10. ON SHEETS {, 5 a 6) ANCHOR WlNnunl VCEN� 11� FLORIDA WILDING h Nu NO. 4167 t .3mo Wm. M. CODE NI VaImI 20 GAGE GALVAW2E0 STEEL STORY PANEL cone Zone TA' tt' i Dow Rr, PROTECTION PRODUCTS, U.C. sAy "EL IDI 2� 11 L 1 E C O 1 r e woo ►• /, SNORT �7y 'SSA •• '+f a •� • G 1. w•A R.. wr M,w m-iw NNRc (NN)w 6N .Aft Im•Nm-my 20-176 , DEN G-o1a7n r OAPWN nr. L �R Cup A x., rx P T Iwo w>orw MaeaA ANOIORB WPrceq Ale [A. - ] ,rr " Asa oEaml nKON a fAr-DEN. w!-,N ►Na1NlE rwu 1° IwaNArt wE 9ouo fn wruowt ro TE.C',10M I • AIAIMIIN PAMR PRF]9tllC RA>Mlc -- 1O mlcntT[ ro ro,MWne a0d ro CONC.ILtt ro OOIIt.[tt BLOCK m wNcls7E ro oo.oalE aDOS rD COFFcaF,E ro LRNOAEt[ alOa ro COI1oRtt ro CO+OM7[ aloes To CONOICT[ ro IXINCIIEIE elod AWr Do11eINtlow OF nor LnNa,I l• fn.) 6' N/A N/A N/A 1' N/A B' N/A 8• N/A N/A N/A 1 (TOP) 8' {' N/A N/A p' 8' 6' 6' a 1• N/A N/A 1 (BOTTOM) 1' N/A N/A N/A 8' N/A e' N/A e• N/A N/A N/A 2 (TOP) e' N/A N/A N/A 6• N/A y' N/A s' N/A N/A N/A 2 (BOTTOM) 66A, -72.0 6' N/A N/A N/A 8' N/A I' N/A a' N/A N/A N/A 3 a { (TOP) >Y-S• TO 6'-B' � (E7i$ 6' {• M/A N/A 6' f e• e' e' 6' N/A N/A 3 (80Tf0Y) s• N/A N/A N/A 8' N/A 6' N/A r N/A N/A N/A 7 (TOP) 6' {' N/A N/A 6' r 6• 6• 6• s- N/A N/A { a 7 (eOTioM) N/A -N/A ,2 1/Y 6 1/{' 12 1/2' a t/{' 1 1/{' 6 1/{' 6 1/{' 6 1/{' N/A N/A 5 (TOP/IlOTTOIA) 60.0. -6].] N/A N/A 12 1/2' 6 T/{' Ix '/2- a l/{• p t/{' 6 l/{• 6 1/{' 6 t/{• N/A N/A a (TOP/BOTTOM) '-B' TO t1'-x' SSA. -72.0 N/A N/A s 1/{' N/A 6 1/{' N/A 6 1/+• 6 ,/+' 6 1/{' 6 i/{' N/A N/A I (TOP/BOETOM) '-Y TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A 6 +/{' a +/{• a 1/{' 6 1/1• G. p, 10 (TOP) {3.0. -AB,D s• {' N/A N/A N/A N/A N/A N/A 1' 6' 6 1/{• 6 r/{' 6 (BOTTOM) 72 -{• � Wes IIaTTS Ia tl AM 1! FOR AMOIORt IrP[ a fPrOr10 Pdl WTAtIAT10F6 aLtO •O00 FRIAR BuaowD MIIWM ANC,OR M•ACrOs AAIO MINIMUM EODE pOTAM(L AR INprJltm O IIND ICWp1A[. fdl L0. Lilo T11W RAOICAim On SCHEDULE .[GLIDE ANCHOR SPACING M LAIL7•L1,N0 fl,IpNO W,IOON ON SCHEDULE F D IIYCW OOINIED ,17SNo FACTOR MIAIl. NOT BE ll'}S 7YNM IM/IRAI SMCW OIOIOATm 10R [ACM ANCNO TOP[ AT NNC.10115 L[OENO, ,IC fOLLODNO FACTO./, POR i1Re OIIONTON ro i POeWIILL REDUCEAmm" rim --..___ . T,PCaN ... v 7AP_/r yy1SiYE- D -IINIIiSF-_._--- 0MA•+N eetaen w MNPD. aNroNo w A I 3 «mwanMn o...r lw) 3 a a 3 a , Try aA.MAN a 3 J a +n a Try • a In ADReI IA ee� IBBtIIIep F Am T o R -- I ,p• - - - m ar3 III INSTALLATION DETAILS FOR REGULAR PANELSn do CAI -1-- INTO EXISTING WOOD STRUCTURES ,I I TONG PMNnwTE PLUG a T/{• o.c. w/ 1 7/r ' / . ll • I 1 I°-10 PINEIINTE PW$ 1 , r °.a w// 1 7 e• iD III �11-10 PArElaN1[ ILLS ■ ,//.• o.c w/ 17/s' 1 I I rIN[TRArION ro TEIInTTINOOlowo°o MADER I I WOODHEADER ELSTNID WOOD HEADER woo0 NEA�(� REOUNLD I: ` j T,wrAOm PFIRIMTION ro COSTING w00D REAM Y 11 a ,/.• t1C 2 '' , . 1/r ac. ; 2. r ,/A• ac, ,�HEAM I MT SOGOW ON so somm Aa OM L I •a sCImAE 0. SNIT, • IO w 1fEt • M W. �MAI,OM alai 0 I' IO Ira 1R1MM11DN m Ewr. . rt' I roam►. t (. MS W/ T/IV • - M-. PANEL LENGTH (SEE N01E ,) I - �MS w/ ,/rA ..�,y/ If yy -'d\ - - t M... PANEL ItNGTH _ (SEE NOTE T) � � Nl 7 a/ - I - -11 - � � } Y.•. PANEL LENCI11 _ - (SEf NOTE I) i /Wlr1N1C� • � �LIL '.. 1 � ,_ L SON BOX Of OF IAAX IA3 (� l� - �Ji L I sm 0�, e / oe y I�.1E 1/E•aG Ep• :. -- �' )k A-rp-�r n1 CA f ) t }} --_ 1 �1 II5N' NOGG _ 2'KeREOUO Pthn ! ; J I _ Ta-,0/ MNOaNtt PLUE 7/e' �OMI� PLATE 1 I II ,w9 IANT 12KMWIR'm ° l --+ POLEITNICN A7 MOVIC" of SITE li ! I TTMFAbEo POIEIMTON • MID WIDTH OF PLATE I I T {1 uc suns • '� W/ ':I O.C. STAOOORA ' -.. I IN \ .: AT MDMION OOFFyPLATE WALE 3/5-1 DIRECT MOUNT DIRECT MOUNT INVALAM , SATE /B-,• 30" 3/•-1 MOIie, 1. INSTALLATIONS FOR ALTER7ATNES eW. 9W a IOW ONLY VALID FOR 1)uNLaNcs Wn7+ As.o. oEtsloN LOAos UP To +a].e. -{e.o p...I. AND PANEL'S LENGTH UP TO 12'-{' L FOR NEW W000 FRAME CONSTRUCTION; WOOD MEMBERS 1O BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSELY OF 0.55 OR IIaW. /1FTIF cOR 11MINMA71n11 OF ffiCI10M4: TOP !BOTTOM MOUNIINCS CAN fM COMBINED IN ANY WAY TO SUIT ANY INSTAIEATION.. ^W W z � � >r Q � O O O O O O W ICU '^ O O Li - .� VJ Q r N - .) W -_ L fE) 1 1 L LA r J INSTALLATION DETAILS '/`'• "°'°""• • r °° •/ TO �a Rom oo mw FOR OPTION f 1 FOR INTO EXISTING WOOD LIFE SAFETY STORM PANEL STRUCTURES SYSTEM /I cn fJ O �, N) rBOOM DO IN, E EOI EO'1 1,raAoIR RL°0°INI•Mb I CIO F/ •Opp I(Ap(1, R[OLNMO SSTUD 0 'Mr., O., p � L ALTERNATIVE 1 ALTERNATIVE 2 Q I•a _ (M .IS) (SST'I on. ,/u)xOI PION.. wWpa(w1E 10 ••(I 1/2� O'G I cf) 0- OK SHOT? 1. /pNMrm I J }+ EOI ON EO 1 eol l m I O ROVING cu:I L.L ALTERNATIVE 3 ALTERNATIVE 4 U W ,RaIF1ED III' M.!�iM AOmLon "ua•/IC'W/ ■ R� V I CIO II " Mt • r °` OR ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS ve IMMLOo PLUS Ott rOx D O I"IMA rt PLUS • r to W 1 ,/2' Mw, KlafRrroN ro FATO iROMC a/r - 1• �_ M l 1 1 PLATE PLATE NOTE ta.n1D1 tRK1O or fNOMI/ FIX, OMM1 WALL MOUNTING INSTALLATION 1 W "L" �A`P• TILE/lam 0EN W ALTERNATIVE E'•• so" we - I• ' NO. 167"C •:Nx FLORIDA RWLO)NE) CODE M(h VakiplT INN cone Zone Q xm I * :' :ty "MTaTaco, ea. 20 GAGE OALVANRED STEfI STORM PANEL awx w: 1. MOULWONS ARE ONLY MALD NTTR PV6LI{S WITH LSO. IN31ON LOADS U► .W.1 -n.D N .ID vANELS tNe11 u ro B'-r. To - W�p .. ft R10� = --� T C O PROTECTION PRODUCTS. LLC. 47/n/"w o r 1 FOR NEW W000 FRAIE COM "LCiOk WOOD MDMM ro DE Swr,NOMI PIKEMP. L N/ SPECIFICDENSITY OF 035 OR EOUIL 'G. FLE•SO E r- --••YYh.SI A�TILUT "•II 1 IFFMIt 1111M••1 •S IMe. •a rr rpa. M •I,II .r. , p•q .T.-,a a .NINE a-wH A•m LVL 51 Sam °NS K- "3" Nw1C LEe.)Ir-1w. Na NR.YW-M 20-176 Z Q PE f/l/MOATIRC/dlC pL A-OIODIFIFj 19 IPMOMP • a m" „R, aKEt 1s O m J 1L SHEET NO. SH 1.1� ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 A 20)-- - - - __-_. ____j r MAX 507. 4A/17. will. N/17. 4B/17. =/I&. 3- w". I I Met. aw/19. INW/18 a &W/30 MR/to. 7m/lg a OW/20 J-0- O _0_0__ O 0 7 owo" 701, r4o" Lilt SOFT* PAW A`O _71- -1 PANEL LENGTH (SEE SCHEDULE) rlierl E;s;. ---- -- am., I 40- O.Y..®a® - � 4J L- _ t T #-At MAX �KRIVT&R" Me W17. t& -sw�7. 41VIT, Mille. SM fl. & M/19. Molls a /0 ANCHORS (SEE SECT04 IWON SHEETS 17, 16w�. 19 & 20)- 1 -- ---- OPTION 92 FOR LIFE SAFETY STORM PANELU) ELEVATION SCALE tllif *AM som "z- Lama SECTION A -A MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.2.f.) AND T CORRESPONDING MAXIMUM PANEL LENGTH OLN SCHEDULE 3 .'3ra No. 44157 i(OR1101•20 GAGE GALVANIZED, STEEL STORM PANEL 0 rp ONDITION ...... MAXIMUM ALS.D. Max, PANEL LENGTH SEPARATION FLORIDA BURMNO COOS (11119h Velaefty Nu care Zone) DESIGN PRESSURE L (,t.) MINIMUM SEPARATIONTO GLASS C RATING (p.s.f.) (SEE SECTIONS) GLOBAL PROTECTION PRODUCTS. WC.+55.0. -72.0 2 3/4- .0110 1W 61 ww OXIV VAL PL U3 rAx-1. 20-176 n- MwN i- 1=z", IV owlss6i PANEL 011 POURED CONCREIE, ON CONCRETE amm REQUWAD INSTALLATION DETAILS OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 11C. TAPCO AMMICHS TAPOOM ANCHMIM _J/ 4 . _ AMCM H aq MC. 0 I O.C. 0 C POURED OOFCRM. POURM OOMCP" pok OR CONCRETE: m on C0=11m, BLOCK OWOURM r-C .1 BLOCK scatow N Ipv 7 j 4/4* I I F.O.0 0 Movie OLASS V p A. :7 FOR -VTAP0014 ANCHORS 4' 1/2- D.C. MAawitec, W/ STUD) j `U`Ec R REQUIRED WALL WYNIWfi 1b_WAI,A.,n N aym pmrL SCALE 3/8-- 1 - eLocM 4 TAPCON ANOORS 1/2' D.C. (STACOM W/ VW) -"ED CONCRETE an CONCRETE SLOCK WOLIMIED WAU M(X INSTAUAnO Zi EMMM-20 J_ M SAIFUY-PANIEL SCALE 3/8*-1' fla am In & 20 to MOOMI, rmt ft ANDW "M WNW POR ostftiim" PRO wm f$VAK sukoa xw" wimes, 04 unww AMMON SPACOM AN MIAMUM tHt DSVAMM AW ObrA= ON DO "­ 3 0901111.9 POP UM THAN NIVICARD ON SO-M" IWO= Alcr4a vvm Of e1Arft " VV4COC On" ON S0121AX Am^ n an From IN THE VOLLOW4 FACIM. IN THIN MIJAM 10 at toomoLc REDUCED WAGON; oppon UW4 "Cf" 00" Not a ", WOMAN 2000M MUCAM I Vr FOR 110CM mom TYPt ON THS SONEDULE 3 jr ED. BUILDING INSTALLATION DETAILS FOR OPTION 92 FOR STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPOON ANCHORS 14 TAPOOM ANCHORS 9 O.C. &C. POLAND CONCRETE 111 OR POUKO CONCRETE 09 CONCRETE 01,0 WGUMMED 3 =-4 OW1, -0-6 PANtu."It PLUS W/ -10'0 PAWILMATE PLUS %v/ ;�3/32' W4 RUT SOONER "s . 313r OW NUT wit"M ac. (KYOW) REQUIRED REQUIRED WALL MQUkM WSTALLATM WALL MMOM INSTALLATION E09ffMPANEL LIMM&NIEL WALE SCALE 3/8*-1* LIFE SAFETY ANCHOR (D Q Q_ 0 a) CD p Co 0 -ca U) 0 L_ M C: 0 0 = M U_ ,- 0 CU > -0 Cn E 0 CU 2 1611..- Cf) Z Z W J INSTALLATION QUAILS FOR OPTION #2 FOR INTO EXISTING WOOD STRUCTURES INTO EXISIING WOOD STRUCTURES I E-Z ON THIS PRODUCT EVAL)ATION DOCUMENT (P.E.D.) HIS BEEN VERIFIED FOR COMPLIANCE IN 8 1) ON"" EMBEDMENT OF TAPCON N404MAN T S D PANELMAT 110 & PA.ELMATE PLUS INTO CON. I'T-r r ACCORDANCE WITH THE 2020 F1,0410A NUUM CODE. BLOCK 94ALL BE I I/ P ANC X 7/4' C 4ED CTO"N 1620 OF THE ABOVE MIENTIORED COOL -0 -44 HORS SMALL BE IS 7/9- WTO CONCRETE. DESIGN WIND F 1/4 MR A WhO SPEED AS REQUIRED By T141 JURESDIC11ION WHERE THESE SHUTIIERS WILL BE AND NO EMBEDMENT XTO ANY nNISH MATERIAL SHALL BE PERMITTED. JPOOD HEADER FOR A DIRECtIONALM FACTOR Kd-015. USING ASCE 7-16 1/4- 0-20 SS SIDEVALX BOLTS USED SHALIL K LOW ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO am PKGLWM AND SMALL NOT EXCEED THE MAXIMUM WADER TAPOOM 0 06C, OESON PRESSURE RATINGS INDIONFED ON SHEETS 23 6 S. OWa 3/0 IWO ANCHOR& S' IN ORDER TO VIER" THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL K FIRST REDUCED 10 AILO PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL WAVER ANCHORAGE HEADER I , , 1; I . . I 1,41WAM SMALL BE AS MEFmOMM IN 8.1) 04 11.2). 1614 IMI nor IMADED AT wow W000 AT mpm MIAMI IN ORDIER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS A AXX INCREASE /4' 1/4- IN MR WIND LOADS WAS NK USED IN THEM AMMLYr.?S FASTENERS SWING 10 WOOD HAS 8M Go NEW MCHOM'S f/4' f1 DIETERMEWO IN ACCORDANCE WITH, Kc.s 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND S CATIONS OF THE A HEADER MANUFACTURER. % am WOOD W�AwSTORM PANWS ADEQUACY 110 IMPACT AND FATIGUE REMANCE HAS SEEM VERIFIED IN ACCORDANCE WMI SWTION 1626 or REQUIREE THE AIM MENITIONED CODE AS PER rEMISTFATION TESTINC INC, REPORT f 2032, AS PROTOW" TAS-201, 11 " SHALI K THE RESPONSIBILITY OF THE CONTRACTOR TO VER" THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER Ci- IS TO K ATTACHED, 10 INSURE PROPER ANCHORAGE THIS SHILITTER SINALL MAY K ATTACHED TO CONCRETE, BLOCK 2. THIS SY15TEM HAS OPENING FROMI THE OR WOOD FRAME BUIZOICS. 3 G L G .0 L 00MIDE Wp INC USE OF A LAW" ON UrT. THIS APPLICA71ON IS VAIJO W" INSTALLATION IS ONFENDED To K PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SIAL/CAULK ALL SHUtFE1N COMPORIENT ECCCS WHIM REMMfN IN CONTINUOUS I Fm" /2 F FROM THE WSKIE OF STRUCTURE. .7 CONTACT WITH THE BUUW40 10 PREVENT WHO/RVIN NTRUSION. CAULK AND SHUTTER TRACKS ALL AROUND FULL I w SIPWAIN" LENGTH 10 OLAIN 3. SERIES 1000 INSTALLATION IS APPLICABLE TO S94U AND DOUBLE HUNG STYLE WINDOWS MEN MWALLAIION IS REGUIRED TO BE (off 211,48116'"t (w 104110'" PERFORMED FROM THE PtSIDE Or STRUCTURE. PANEL Ma -A -am ax s) PANEL LENGTH w � I* I I L 900b" m., %* Mex. i Ok ow 11) 13 PANEL NWALLAT04 SMALL COMPLY WITH SPECS INDICATED IN THIS OWING Plus ANY gLa� AND ZOMNG Mr won I BELOW) PANEL LENGTH (NMI NWV=qL 1 6111301 PANEL LENGTH 4. SERIES 2000 W57ALLAION 5 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND kDRIZONIA1 SL[W6 STYLE WINDOWS REGULAMONS PROVIDED By THE JUIRSOCTION WHEFIE PEROT 13 APPLIED TO. cxww I I - .1vM_ ISEXN=IWFUMVIDGIRM(SEEM=I KIM) 10 OLAWtGLASS*UAS5PANELLENGTHPANEL LENGTH INVALLAYON IS REQUIREDTO BE PERFORMED FROM THE MOMOF STRUMM.14 An" W06DOWS AND DOCRS. PC. F - Z HANG STORM PANEL SYS704- IS PowMIM,=DfaufearamA)am M, SMw 10) 139 Now I SCLOW) 1/4'0-2D.1' (SU NOTE I qn4w) S. ALL AUJONUM EXTRUSIONS TO BE 6063-16 15 (a) THIS PRODUCT EVALUATION OOCUMSW (PE.D.) BY THIS ENGINEER IS GENERIC AMID DOES NOT PRINDE T wy WMZ"3/32-1 INFORMATION FOR A SITE SPECWX DEVIATE FROM THE PrO 32 4- ALL ALUMMIJ111 SHEET METAL USED AT CLOSURES SHALL HAVE 3105-"14 ALLOY. (4) CONTRACTOR rO BE RESPOINSW FOR THE SELOCTION. PURCHASE AND INCLUDING LIFE SAFIEVY OF 7- ALL OM not DEVIATE FROM THE CONDITIONS WAILED ON I e4-1 TOCclit- RESPONSIBILITY, tit B. ALL SCREWS 70 SE STAINLESS STEEL 304 OR 316 AS SERIES 00 CORROSION MODIFIED. -- ----IMKVMMW AT a 50016 W/ 50 kW YIELD STRENGTH AND 90 hell TENSILE STRENGIN & SHALL COMPLY W/ FURIDA BUILDING CODE SECTION 2411.3.3.4 6 FOR THE PROPER --CD LW OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DELEGATED PKAHM TO THE P.E.D. DORM. OR ARCHTTECI WHXM WILL 10� ANCHORS TO WALL THIS LATTER THE SITE SPECIFIC DIUMNIVOGS MR REVIEW (A) IM, (a) THIS PEA SHALL BEAR THE AND ORKMNAL SEAL AND SIGNATURE Of THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARO IT E 114-0 TAPCON AS MANLJI1ACTUi BY IT,W. BUILM, INC > (MIN. f't-3112 o.&I.) 32- WIG W trY, 3 WASHRIN 0 12 Ilr O.0 WSW[* wmmo) P.WI) IWI/'11 1 1,112 1/2. O.0 (SEIM) LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA SUILOM COM 1�., [�__ __ Is L M 1/4- 0 X 7/8' CALK-W ANCHORS, AS MANUFACTURED BY DVWALt INC. (ON. VC-3000 W%Q IS. STORM PANEL MANUFACTUWt's LA$a SIQUI BE LOCATED ON A REAMY VISIBLE LOCATION STOft PANEL IN t ?18-�JIIW WNG NUT hurt 014-10 PANIELAMITE FEMALE ID At FOR EVERY OpeapC �! I LO COWT cow 1/4'0-20.3/4S.L Ms. W/ A W/ IN WASHOt OC. AND 2- FOR PANELAIATE --W"V4 7/8-0 31st- WING NUT fit7 711011AVED A.1) MINIMUM EMBEDMENT Of TAPOON ANCHORS 040 POURED SK%LL K 1 3/4 P �M 2-.4* WON P�Mkn 3132' Ww Nut 2.4* WOW "TIL 14 FEMALE 10 & PANELhWTE PLUS. mom" , 7/0- UN. m%ADEDPLATE REOLVED WASHER at 5 /4- O.C. WASMER a (BEYOND) MIN, < RATE , KATE t REOUPED A2) MINIMUM EMBEDMENT OF 1/4 N 7/8' CALK -IN ANCHORS SMALL BE 5 7/r INTO CONCRETE. NO EMBEDMENT INTO TON AT MVAWN KIM AT WIOWOTH OF PLAIT OF PLATE 014-10 FAMELVIATE P ANY F04M MikTOW SIVU PERMMM 1/4- P-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENIOUGH(SHOULD ANY FINISH MATERIAL EX ST) TO ENGAGE .1/4- 414, IT Z� PLATE PLATE 1/4, IS 0. WALL "MMO IMA-14ATM 714111ADED I j INTO ANCHORS, AT MCNIMH OF PLATE AT 1011010TH OF PLATE WALL WALL MQMM - , __ � 2 11 -1 "09upwip, AM DWALLATM L-M t I" I A.3) IN CASE THAT EXISTING WALL OR SCALE 3/Ir- I" a two& P rL I I S REGULM FANIEL a twm ZPANIEL SCAIJE 318--1- WALL "NITING INSTAI I A1nON WALL fficwusiffwl�"ON I'LOOR, ANCHORS SiMALI BE LOW, ENOUGH 70 REACH THE MAN STRUCTURE BEHIND SUCH PANW, ANCHORAGE SMALL. WAX SCALE 3/8'-1" PANIFIL "Met JL LIFE SAFETY PANFL BE AS MIENTINED IN AND IN A.2). % % 1. (0) M EXISTWO CONCRETE NtOi:t4 SCALE 3/6-.1 SCALE FLOP40A WILDING CODE (High Velocity cam me 9 a RM M LA2 MM ., 7 WALL 44167 EX i8e \yCENs7i e FLORIDA 81INILDING CODE (High Velocity Hurricane Xone) 1. PWALLATIONS BUILDIX. INC up III +S5.3, -72.0 PSIF AM Aval UOIGIIHI UP 10 W-Ir 157 PANEL F.P. % ova In. #14-10 PAMELMATE 10 AND PANE1A%TE PLUS ANCHORIL, AS MANUFACTURED BY ELCO CONSTRUCTION 2 FOR WW WOOD FRAME WOOD b"Kft 'TO BE S"NOW 1. INWAiLLATIONS ME ONLY 0" PRODUCTS (1'.-2071 ps.i.) OF UP 10 .55.& -72.0 PSF AND PANEL'S LENGTH UP TO S'-B" GLOBAL PRMCM PRODUCTS. Ur. 07/121"We ul P" NO 2. W/ VECIFC DENSITY OF 0.56 02 EOIAIL SIT E C 0 111M11EC0 GLOBAL �Tl LTECO, . 2. FOR NEW WOOD FRAMIL CONSTRUCTION WOOD MEMBERS to BE SOUTIHERN 4010 S. III ffnw &VAL FL PINE NO 2 OR EDUAL "A FL MU P.DW (W)M-75M ME, (WIPPI-70", "a "),010-6797 20-176 LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM HANG STORM PANEL SHOWN FEMALE (7th EDITION) OF THE CALK LOADS SHALL BE DErERM0 AS PER SE1LZ) MWMJM EMBEDMENT OF INSTALLS AND O.C. 1/4-d TAII PCON 0 r O.C. . DESIGN WIND LOUIS By MULTIPLYM THIN BY 0.0 IN ON" TO 9.3) IN CASE THAT PRECAST STONE, OR HEADER TO COMPARE THM W/ VAX. (ALSO) DESIGN PRESSURE Rokn" INDICATED ON SKIFTS 23 & 26 ANCHORS SHALL BE LONG ENOUGH 70 REACH TIE MAIN STRUCTURE BEHIND SUCH PANELS. AND THREADED P.E.D. AS TESTED WERE W OVER STRIMED, ALLOWABLE STRESS 5 LABORATORY. BEEN DESIGNED TO BE OWAULLD ON THE OUTSIDE Or THE OPENING ACCE"" TILE II 7qN 1R700 r' SEAL STORM WHEN ��._ ALLOT AND TEMPER (UNLESS OTHERWISE NOTED) S.S. Y.S. Cl; i.e. THE SITE CONDITIONS STEEL SWET METAL PANELS SMALL 'On STRUCTURAL DUALITY STEEL, ASTM A-663 GRADE 50 MK, GALVANIZED STEEL THIS PRODUCT 13ASM ON THIS PLO PROVIDED HE/SHE DESIGNATION WIFy- 58.5 Mal (ArM ROLLED) rMIS DOCUMENT comstRucriON SAFETY AT SITE IS THE CONTRACTOR'S - .._ .+ ._..,' PREPApED MAIEAE RISTALLAIIDN RESISTANT COhTEO CARBON STEEL AS PER DIN (C) THIS PRODUCT EVOLLATION DOCUMENT WILL K CONSIDERED WVAUIF MODIFIED. M. BOLTS TO K ASTM A-307 GALVANIZED STEEL.OR AM 304 SERIES STAINLESS STEEL, WTrH 36 01 MINIMUM YTELD STRENGTH BECOME THE ENONNEER OF RECORD (EAR.) FOR THE PROJECT AND WAD WILL K RESPONSIBLE SNAIL (d) SITE SPECIFIC PROJECTS SMALL K PREPARED BY A FLORIDA REGISTERED ENGINEER SHALL K AS FOLLOWS: SAW TO DATE ANCHORS AT PANELMINTE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSIRUCTIOW PRODUCTS ACCORDANCE WTH SECTION 1109.9.3 OF FLORIDA BUILDINO CODE, ONE LABEL, SHALL BE PLACED CONCRETE 'TEE I O.C. PRECAST STONE PRIECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE AI) ARE OMILLY 1" FOR DUUMM WITH A.&O. OEM LOADS FLORIDA BUILDING CODE (High Velocity Kwu cam zons)l 1/4- 0 TAINCON ANCHORS AS MAiNUFACTURIED BY I.T.W. saero ALWO5, MM rNr NOIIu • GAGE GALVANIZED STEEL STORM PANEL Ian, ND 44167 7J. NO. 20 CASE GALVANIZED STEEL STORM PANEL 1/4* 0 X 7/r CALK -IN AMCMORSL AS MONLIFACtURED BY OEWALT INC (r--1500 p,*,i,) nAft M. 20 UK GAILYANIZED STEEL STORM (LAME FOR BUU#= WITH A.&D. DES" Lams PROTECTION PRODUCTS,U.C. PROTECTION PRODUCTS. =11 An 0 -NALaNc v. ite -� IL , W/ SPEIMFC DENSITY OF ass enE COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2- 1 2 as I 15.190' (TOTAL M. .7 -2 591"- 12.5w- OMCTK WON) ---------- - 2.250* ow -?A 2.244.2-"! 1 W TAIL 0.6311* ON. FMICK 0"60 3AW 1 O&V#M= Sim IDOF : 2.1 *1 1 HEMMED TYP. AIM �"3 40 2.241" GRAVIE go WAM OUAIL I 4alr C-60 MV. 1*�2,470" --2.470, REaR&EQ "he TRACK REVERSED *U, TRACK W/ ODIAWD COGE J I -air 11-2250' H[MMEq__, f VIEW DETAIL A 2 , M. ROUNDED 4 END UP W/ HEMMED EDOL 740' d1Z a' M­ J* TRACK @) e4f 'wg 2"W(Max.) ALUM. ANQUE 125' ALLOY ............. FLORIDA 064LJDING CODE (Nigh Velocity zoned -.750- 4MUM 01 20 0GALVAMM STEEL STORM PANEL 3* OF 0:011 GLOBAL PROTECTION PRODUCTS. LLC. -AHM STOP "a I.W. 2 3'W(Max.) AUL& I I" LONG I .1164MA Mw 20-176 6063-15 Alum. ALLOY Down PIN I Me ISOMETRIC CORNER 0 ENDS Of PANELp. ♦ Sox O S ! 606I-713 Mum. Hurricane CAGE ATE art (w)BOA-76* wo- Na Y/24 cm �=R I KLOW) /24 111, 11M MOTE S 04ANO no (XIMMIEFE &Wwft sa I* min MOORE r � $MR%" Aw. 901swu ON 11WIn 20- 1* uh. 5=25, no Mae SCHM ON aww 24 I shm Do or is jir RVAW. femnece 64 % v IN ERM PAI P" 44 X L. Dow Aw1w (011111INOW "NEW 00111MON SEE NOTE 2. 1. 4 SIX HOW I & 4 WELO. 9%7 PAP." w w, 40 11 -L' ��l Tn ml 1 4111 1� J] 411! IM NOTE 4 BELOW MR cokmw AMMONS: SEE Ar- MAY K -Soon" a :;rIMUD(ATED OR AT ME MEACH BE LAST PANEL TO SE MT M TO WALLAD mvap Mue"S K TYPICAL ELEVATION FOR Effir A OPENING SMALL ALWAYS N PROVIDED NEAR HAAOLE 10 FAMILIZAN to FACILITAIC MaLa TYPICAL ELEVATION FOR V 001DOEO TO K WSIIALLEO FROM E-Z HANG STORM PANgL M MwTo . INSTALLED n" E-Z HANG SILUr W4W Or STRUCTURE. NGM OF STRUCTURE SOMA 1/3r Q* &AP K-47, S-Z (r-, Qev ON 0 A; SECTION mm am W. E - I H" STORM PANEL SYSTEM CONSISTING OF PANEL bgu- TRACKS At TOP At PAPIDJARTE PLUS OR 15' LOW. (1). WNDM QE_SE=_WQQ: E - 2 KANG STORM PANEL PSI M CONSISTING OF P94EL . sorrom W/ PAINELIANT[S. C TO DqPX WILL WALL BY MEANS OF (2) (VI)SMSHAI.I. ALWAYS K CONNECTED To BOTTOM TWA grHOMM A STOP W PANELMATES OR. FiOT 1y W/ IS- LONG P� TW" Al 01. "CINIONED L CONNEC W/ + 'END PANELS 9_' & I XTZ� CPT AS Me WING NOT 04 1g;r(2p3 Min. ocr�l� ON 1/4 IF7Z 0144 NUT OR I IMI&VftSle Ml� THUMBSCREW on Ld Y a (3), FOR CASES WHEN END PANELS ARE AT OF FASTENERS AT EITHER Of TWO ga. yi. "rmum T STOP BAR ARE NOT (r.0M PROVIDED AT TOP OF (4'. IN ZWITOM TRACK 0- A STOP 94M (4). FOR INSETALLA11IONS WHEN 00 PANELS AND SOME INCERIDIR PANELS AFNE DIRECTLY IS ONLY K CONNECTED TO BOTTOM TRACK MOUNTED TO E= OF USING SPECS MIDICA ON 7AIMIMAI;. TO TO BOTTOM ,,MAY OCCUR AT ANY PANEL LOCATION VIVO PANrUMATES F SHOWN ON ELEVATION AND (5) SEE SECTION 1'. & 4' ON I�El 24, SEE ANCHOR SCHEDULE 04 2S. 07 WLD T-OK CO-N-NECT-ED 1n,= V#adT^AJD SUCH THAT AAMCENI PANELS ign IN RIGHT SM OF RUMOR PANEL) KAYE THEIR OVERLAPS RETA#" By Ma V/74 4/24 Oil VA MR "M I okow) 3- Mw, 2'/24 ► 1' Al (SAT • - I _ ` _ _ _. _ _ -- i .5 l,� � 1 PROYRIED W/ LJA Mp ent. TRACKS TOP A 80110M. (2). END PANELS SHIQLL ALWAYS BE CONNECTED Al TOP OF =A=. CONNECT. OF SHAL EXTERIOR FLAT FLANGES OF END PANG END PANELS BUTEND CASE TINT END PAN)ELS ARE N%O.WSNAIL CON951 D NOR (3) ABOVE IN SUCH CASE CONNECTION Of PANELS MAY SE USED Y jZ MEANS TRACK SHEET W. MOR BOTTOM TRACK INSTALLATION CILTAILS FDR SERIES 2000 AND 1000 E-Z HANG STORM POURED CONCRETE OR CONCRETE BLOCK pan um"" ON Dian mw 5 n Fl- J.JOL]iY_ 0; UNIORAI ow suvivat" 0q" 10 MAIN to CLAIM. EVOIN Od" M-f I EVERY 04" FOUM NN= =01 02. WALL WOUNOUND, My. WALL AND DIREGI MOM= a= =71151M 0 Seat 3 W 0 Old t f Tit W1,041-11 Qr& "M nism W. Hurricane Ads MAI iON;J 12 F.X�s OX-1 V 1j'1,R'T-1pj Z I r" rtsl', 1­1 1 1-=-111 NIT."'j. I 1;:I,u ONNU; �wll 14 MOL:5- �,� - e - M IR RIIIDA SUILDINIC )1 20 GAGE G&VANEZED STORM PANEL MAL, LLC. 4610 SW 5 10,6313 Q*.L n. 333,4 P`Q4`. (W)m rAx, (m)m-m7 - I"l-q wwwo !_ INNOW - 7:_ ow"arse N 8 CODE (High Velocity Nu one Zone STEEL PROTECTION PRODUCTS, oAAsa en +-7$4, W U) ICU 0 CIO`) ICU M LU z SHEET NO. S H 1.2 1.! Fri >_v �•,. ,,,,, - .1 X. TIT. .l .H•... Hil ,. P. :, a4 pEIIA%MW AlD. r. MwM. P .9 wl IOOALIro OUMaB ToMTI101 .e{.a. -7!� W OR LLM x 9/,r 90L7ED • a', ]'. +17, 2YJ A SY .MARL -753 70• OR Ls3Ti 1 T 7/8' I BOLTED .' ! .'II V SURX,11Q 4 80TTW a3,3, WS. • WWUNW AT POE" t 405111 OF Pf&U LENGTH PANEL 1.r - I .I N.1 .'2•A ],, .-11 L• ,H • 4A . : 71 ,4,F.IWAJ 11 .•rl «, 5. L L .. . 1 .4 AS.D. SIGN ~ moon WNW MR L 0. 3 J/f' ^ MVUCjiE TO Ott• �/�N a "" MAXIMUM ,AN& LiN01M 1• �) PRESSURE RA I0 WOWS, O4L-P ANOMAR RIMLE O rNAUMM PUNS ro ",I'm 10 CONCRETE 10 OONCR[i[ IQ TO tOrlaRt7l 10 COHORT[ To aa� 12• N/A 12" N/A 12• N/A 12' N/A 1' R I' (TOP) it' 3.6 10• ]• 0' 4• 0• 4' I• BOTTOM) 12' 3• ,Z• S• B• S' IS. 6- V ) BB.O, -76.3 N/A N/A N/A N/A N/A N/A 12 1/2- - „• Z' (BOTTOM) 70' ON LESS 7' N/A 6 /n' N/A ! 1/2• N/A 4 1/2• N/A 3' (TOP) 12• N/A t2' N/A 9 1/r N/A 9 1/2' N/A 3' (BOTTOM) 12' EELL N/A 11• N/A W N/A 4' (TOP)12'a I/2' IZ• 11' 12' I. 4' (BOTTOM) IF UNITED TO OLD AA.I ASD. DOWN "CSWK RATING. a HI SHEET w FOR ANCHORS TYPE Ar SPACING FOR INSTALLATIONS INTO WOOD MMRN now SPACINGS NO WNW EDITIT OSrAM An ovICATED ON THIS IDOSLL FDA ED, LaS MAM MICAM ON 20"MIL" maa" ANCHN SPACING BY YULIYtYew SPACING OWM ON !DmlAE 9T THE FOLLOWC FACTORS FOR ME GPOWGON TO 6E PONSUL REDUCED SMCNG MAWO USM FACTOR f NOT K LESS THAN MINIMUM SPACING BOLA= MR EAOI MADAM TYPE AT MOORS umm MINOR TM[ ,/4•• -- troOi 1/4•i -...,_, ..•APTELSeIF' 1/4'� PLUS t p•. __ 1-1 . we, MOOR Tres" a•) 3 3 3 e y OlrAewo 41N..YI. OAI 3 a 1 3 3 I4e.4r1 OWY.Y 6Yw 6Ai _! 3 I/a 1 a ,p� .- 4 It EY Best wisoug Tema _._ 1 r/7' JL at - - w --- r Im - LION '-17-.. ]1 1m ,m 1 D a)+ REQUIRES Mw. DWIINCE BETWEEN BOTTOM OF PAWL 1 ANTO K. 1/2• ,/2- -I Me.. 1 ++ REWIR! M.Y. OSMNa KFWVD4 BOTTOM Of AND 0 TO w ,T/,r -IL ]/16• MIArq CODE �MPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-t-) --ISAW (TOTAL WOTN)---._._._._._.-._- .. . _. _.__ ---. .. __ 1LlGO' (f1TEC7AE W107H)-- '•, 93' -- 1/4'P-10A].• CL _... _._ -- , 350. - :' 1.75D' I00' .100•-+..�. �•-. - S.S l,Ib •- _ - 1 .i3o ' �74•_ , 750• ,` YO ANOE • • ,/4' oR•,e ,R-ac ��.', t ]io' -• _ 1.}Nj0'. _ i ; t 300• . I.1 +G I (MAT R 4@IOORD) o. r, O.a71' IOU 116CI 1 15 ]-J7S' - i HEMM MIAMI!ID ACTT © -� 671 l.,=� , JE ., I IOC 1.otY _i [DOE psW p663 TAP. ^• :. - a GMOE m 1L9AIeRM I4EMMEG. t.1 S• ...]76' __ J ---' .--. DETAIL It a -so aMv. w [DOE y - t L yi Ae4• I.S00•---1 ) ) 1.]•LD• 01 STOP PANEL (...._ ,sxo• _ _ .. - DUAL A-1-- L _ 1- _ s.oao•--- I M 'IT'P.) I ►ANELS 9YML K OXV"M ALWAYS - x.3/r-- FROM LEFT 70 OOR W/ 1/1• LED A DO AT LEFT MC a PAID O 'H" HEADER TT (3 WF" TRACK © ANGLE WITH STUD / /' a jMBLmDE 0.024• (Min.) WANrl / •• . -- J,?Q GMNAe:fD snd l0.05• 1 ,. PAn. . I - I Z e0o. , I I 7�/! I.ODaY '>6 .,67E 0.375' 11 0250'6 R730' i i 9 I��D��L A �,u T ` rsr E�°o .Tyr, 1 OR 21SD ROUNDED CIMNEA •ENDS OF PAABl'S t . NM .M* - % {�['''`•I�,,J _. 2.]7e, END UP W/ MAIMED EDGE. L .... - 1/W.6x3' 175• -._ toot or PANEL 2.000' 3,750• •o9A' osr O KEY HOLE WASHER © HOLE AT P♦NEL .07x• (,YP-) I lfos-H1S4 ALtM. Allot DItR3 OtL_-.7�'-,- L124' N .. -I .SKI Viw • FEW ADDIMONN ,� + .700• - .61]- LMTATI NS 6 SLEW IDMQIN 6 1 1'. .09t• (.. , - .125' (--. 7O WMA N3ATONE YRO QQ21L1L2 +LQ• 1.250• 1 �5, INTO--L'Q OH TxS• 7.0I __ ,7r.: 1�.1YJ=j-R.D00•..___ 7-000• R ANi• 3.7�D• - --2.5M _..-- 1..11E I (TAP.), 1 _ ON 0 O7 REV. 'N' HEADER © -U" HEADER O t (_ ` - ' t i "° (TAP. --.- 1' UK, to V Me.. , ® SUIEVV,E I : MAX, O �---2000 - ._' ) s�v - 3.D00• ie.' ; .1-R-1 © WHINANAyv 11 'J' TRACK 1© PANEL HANGER IE A: Ti _ (1 1 /4 WIDEN N-- _..I_... _ - _ .. _. L__ _„,-J 062' �• •. (USE ONLY FOR E-Z NANO STORM PANEL ,)I,' I -1 �- 47D' 275` ',A„r.�r 3•.: JCEM 'E.'••:7 SYSTEM) bow-i6 ALUM. ALLOY ,.6),' ILL� --"2D00'- - 1 N 1 ---- _ I 1 - 1 ]LOOT 1 P f ^�.12 iso ��'© I.... I..__..' %. sa SECT04 -. - asb-_, ,_. -. ' .7D4• BOLD -OUT or(9BUILD-OUi HIE" TRACK O k ®WNEREWINONUT INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTERNATE tX>GMOIE Q-) IOTONTE CONCRETE ANCHORS (SEE SCHEDULE: ON __A11C710Ra CATETNG POURED CONCRETE_ rlEl >kHEDUIE ON SHEETS 9 THROUGH to) EXISTING POURED Or CONCRETE :z SHEETS 9 THROUGH 101 4WO[NCRETE BLOCK REOURCD, E7UF0O POURED 'I CO. • TIONTfm"a : 1.011CRf7[ RL0111RIE0' / I f/% / 1 „�• 11�pj, -, 1.. t/41t• - - -FR_t •--Ilj 9L>'IEDIII OIL. l�9y� SHEETS 9 To1ROlOM 1 2 .WHO ) tir -1 .,/� ,"'. 1/4• V : W- 1t, Mr 71A79f SIR )1/4. 1 4•-b,• V. LLS r Aur MAz -_ ---_ CONCRETE ANCHORS n as t II (NETSCHEDULE TRROUGH 10) , - "' 1/r I ,/.Y-m.r ' 1 ' La '� i 1 �_ 1 ED. / • • 1/v o.c % r r / /ri ( t 11M. /j�// !�!` (SEE �STR{G_�" i CLASS j �1 e 0 M i/ SCHEDULE '' oN SHEET 3 I ;a+: .' /;✓ --' i V` ; , iM /�, ► SEPARATION 1 1 7 7 F,R SPA_C�ER Aye Y �.:i l E L R A I TO CLASS. DMsSHEM (9[E SCMEDIII.E ; t/N."2e'P Y i r� i• Met. TtOM 70 CLASS 1 J/4V-s,' •` (5E[ xIREDUEt oN 1 as 6a» R 9 A t0 1 1 TIN SHER 3) I A.ao - SPCOI v 1 i11 - MIK. -. YSEPARATION 1 N PANEL LENGTH I (SEESNHE7 3)L I -. SHEET, I NMyG��� �) _-'% - _.. _�. to Ten I LOOM IAOI r� ` f. .. - •E• Me. 1 =-_ '%'. 1 IANS AM a Y.� PANEL 1E1/CT11 i (SEE SCHEDULE EXISST ... _ _ DH SHEET 3) 4 I 1 TO GLASS ggA�Yi--1 1 1 i( i wx C� Y ; or t 1 q) I4 '. � ._ _ L' ' i sox l% �iEN�f.'rM i %MAX. • T3't/r aG y j' _ -. _ _ . _._ i e D :, 1 E l 1R I 1 __ I ...I / , W''YP' -1_ _ ____- CONCRETE ANCHORS EXT5IBIG POLIREC."T •` \ tih1 \', 0 (SEE SCHEDULE ON y CONCRETE �:n :.. J�Z �� • EDGE OF NAIL OR SLAB sNEE,S 9 THROUGH to) . , REQUIRED ® CONCRETE ANCHORS fCr .. L EKE fCHKOUIi ON SPACERS B 6 t 4' sHEFiS 9 IHNROIOH iD) /B LONG MA%. ALUMINUM V VALID FOAL ,/. - (ALI. CONDITION) .. DU5 .P AWL CONCRETE �. ,I i . Olie9Nc eLDC ExalMc rroLRBD CONCRETE LENGTHS PER SHEET 3. MOCK FA,D,Ot$.. ' gem REQUIRED. IO•ROIIICR10Ep*E tLOMK. ALLAIIAiM SPACERS • ,;MAX.2 1/7' O.C. (SEE TABLE I, ON SHEETS Y THROUG(SEE H 10) '. Lp ..- �•"J' SHEETS IT A ,0.) SALE 3/0-1 NG EIIlLl4DIiSi SCMF 3/e.l WALL MOUNTING /plarg MOUNT SPACERS C9i OR �Ai SCME 3/6-,- ",EA T�k/TIT 3•. VCEN E'% FLORIDA BUILDING CODE Non High Velocity Hu no Zone) 0. 44167 AM= T"mE{• Na 24 GAGE GALVANIZED STEEL STORY PANEL I}' E.D. - EDOE DISTANCE (SEE SCHEDULE ON 3HIEETS 9 ♦ 10) NOTE_ TIDN .OF SECTIONS; TOP & BOTTOM MOUNTDNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY C _ : STATE o _6- - 9�.. FF �Y r GRID '(1 /�li•r1? ! w GLOBAL PROTECTION PRODUCTS UC IL E: w O INa. ..w t► N SM- r OMr. ti U314 r_ a r� 414ww R MALT 20-175 Lc , , !p •. ..•G TILL RrO. m ,w w )n.-Trua TAX DM + m R13TALLAnON. u-e9e{e1"'i1i ... ORW/w R.. IftNEIIIIIE` Ts WL A 1. ILL fRs[i A O to INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES --. I/4•. LAC SCREWS O II' O.C. W/ 1 II7• Yln. IIwEO(D Pp[1R4110N 1/4'/ RAC 7CROI5 • {' D.C. r/ ro DYsn•G 1IDLIo 1WADTI. (]�- MI'. 7'r1' WOOD ro'[iNB+,w woao HEADER. TON I M�1 n011 ON.L� - Q ow. /14.T• S.MS W_.._.,�" E G CNC OrQ0LA MOO / )N,0•pI 7 X '11, 1VLAG' •5'O.O ./ I�� + •'•-LOIN • ,"1„75 ,n• Mn.,,,W,AEo POHE,RATIOR / .IDRAA 1/}. !Y.{. / 1/6 7/J7• To LmSTw WOOD HEJMR 1 _ ION IA R13YM� _ - Y°1'1OF cww)M 1� 5 6F al,e• MPn. POP RMT a1 +T4.,• aYs • I ' •'� LI p In -'I • JAI YYOM a EWJN m O EA END OF P • n0) 1 1 1 4.4 2f00�.3T//.• r. W/7/{•.Y5/37• Y WWC WUf1 • ( I�i I I If T, r II 1 � 6g N11 I '„ I _. ..L- . e 0 8 �/B 11Myp B 2 P Ir .-�x�o4.3l4- EMI 01 , MST' NOTE a KIM) I.I 1/4-. UO scram • 6' OL W// MM THREADED PENEi1 , • j O DATE AT STIES 2000 O. 1) e�Ie° �IMAATC7 VO t7(• SETT! ),GG6 WOOf11PUlE~MQUAID MT OR ON CODE ���� SCALE 1/4•.t �ALLATIONS ARE ONLY VAUD FOR BUILOMIOS Will, A.S.O. OESM LOADS UP TO .66 0, -75.3 00 AND PANEL'S LENGTH UP TO T-10• 2. TOR NEW WOW FRAME CORMi CTON, WOW AKYR015 TO K SOUTHERN PAR Ne. 2. W/ SPECIFY DENSITY of 0.5E OR EOUM MM T TOP AS WELL K 1.AIN[ICYR[OTON 1p10 TMLAS O12(]LO`u�6LJTEGM �W,f[O Iow OR ]000 PISTNLATIOI TM ON T lop R BOTTOM VOLWIO5 CAN & C964LWM IN ANY I WAY ro SNIT AMY IQTMLA7ON. /♦.-2W/l 1W 2- AND Ve ED{{ VOPr OVERLAP Lyx^ 7 I � ! Nt.AAT FEMALE ID I r< III DEEP OH• I7 I/r Ot Mn lz) r.4' Wow PUTC RlWMEG MT OR ON MCI INS Ilk ffiff"' *19TALTER V SCALE 1/4•-,• I H M _ d ONJ RICYAR ar" ALTEBM♦TIE TOP NLER WOOD r ANCHOR IQG&M In I I III SALE 1/4• I• ,TOR OUnOI TAC13 Nut SHORN TOR CUAR,T, -r ..) • rOOD .wAOIA R[OLMED I S' ] tom. YYt szPAAATON I I//.'Y.-2013/4• - -- TO GLASS Mp•((,, MATS]/ 1 EVERY ONE" y, 11 I I - Rf I■y� '' i 7 re.r [I C� w - ) 11 { � i -) e[ ) 77 14 •NEW (SEA NUHgiEr ,A STOW) \ ( II 0 () Cant I 1/2• Mn. THREADED PEIETAMIK& HP, (tl ]'N'-: �,1d2• -- YM 2'.4• WOOD MT OR 0. nW Mo %A11 REQUIRED FLAT Bull. Timir bmw w AL�R���4HFW SCALE 1/.•.I• LA FLORIDA Wo LAG sDRwS • {' O.0 W/ NN 1CNISTIND OOD HA RNET1M7N014 ant NUT' 17EADER - 0 C. � 4 CPnt /,M1• SY.S. •FA [W Or (SE[ KHAN 1/2. 4 _. HIM.- )A Idl - ,. 7 I 1 1Y-70.7�/� L•I InNc /�0 • �t i CVYRY OA04Mjj S, M r II 1 ' _1- �. :GI)`IIU9j 3J;)r ,W/ 7/910.3/]r SCAM4, r 0 C R/ p THWEADED PENETRATION OATH OF PLAT A.S.D. OESUM (Skid 1711146 CORRESPONDING 1/4. 3/4, 4/5, S 5 R 6/5 IUM SINGLE PANEL 'L' SCHEDULE ONLY FOR REGU` R STORM 2/4 1 W/6, 2W/6. 3W%7 i 4W/7 S INSTALLATION INTO POURED CONCRETE_ CONCRETE BLOCK i WOOD (t% ANCHORS (SEE SCHEDULE ON J• VAX -- - SNEER 9, 10 all) -- - _ __ ..._._ __ . 3• MAX E�1 (Be �Nn t3-1_wHrW+WA1M SINGLE PANL(ZrM06211m AT EACH I,' MIN."'- -._ __ ....____... ._..-__--(- AT TOP OR gCIIml LID RRTN TRACILS f95. fT,. dl A DR ° ° o w Wlffi 1TRlCRS (�)_OR (8) O DIRECT MOUNTED AT [RCN LIDO D•M••O. O•®• FT..I _. _T_ r , r'-1_ -7 __ r _T-_) _ t T' _T-:.T '* ,' r - T_•T__T-r-I_ T _ T-t_ _I'. T ___. - .(_ ..� MAXIMUM PANEL LENGTH "L+" OR HL-" (ft.) 0 IIIXIMLM ASD. PRESSAUE IMMTING (P.M.) (4 a -) CONCRETE A WOW MSTAUATIONS t L4 Ir 2ao rr D u=o Jac I'-e' ID•-•• 35A to'-m• to'-o• 400 70•-11 9-4' .SO -- BOG 9•-e' - p'O, 7- _9 r`4. Mo 400 e•-r •'-n' r'-t• r-7- r-r 7•-0' _ eso - M,o _ 750 7'-a' 6'-t0' Sao ,__1.e•-r no - 71-01 1'-s no a a• e'-r• ALSO W-•• e-0' roo.o &'-5-a-rr ICLO -_ e'-J• 1-1• Frog - s'-r 1150 _ - 5'-0• t r9.e MAXIMUM PANEL LENGTH "L+" OR HL-" (ft.) 0 MAXIMUM RE ASD. OEM PRESSURE RATING Come" ! WOOD M6TALLATIj ONS 1 240 /4-4 t]'-o -^_20.0 Ir-10. _U1•-r Sao 11'r W-7• .2&O r0•10' / • 420 9'-4' 9-2• 4ao •'-t• e r __ e r f r-a• ___ 30.o ..SILO_ - - r-r a-Y.*. fag e'-o' Ia.O 7_-e-6• 7 7 710 k_ 7•-,F• e'-e• Sao r o 6' s tla 7-0• 6*-J• Da0 r_r •'-I* "Lar-r 61-10- loan r_3_ s_r Ia50 e'-3•' 3-.• I1ao - a-T /q.0 A' -to' 119.6 4'-e1 MOM" SE►ARATIDN TO GLASS SCHEDULE P.d l•D1GM wm SPEED f In P••►-h MIND SPEED > 170 -P1, n,A) UNRESTRAINED RESTRNMED L•AESTRWAD RESTRAINED 30 OR LESS 1' I. 6- 5 1/4' >W TO 90 1' I. 7 1/2• 7 1/2• >90 TO 141, ,• 1. 7 in' 7 1/2• I,M TO 1' I. - 7 ,/r NIMININ/ PAI4E1 LFMffU flnl FAR ♦ GIVEN UntRITINA CAMTTITIAI/ TOP BOTTOMMOUNT DIRECT T' HEADER U HEADER 1.51X15•1D-w s„Up ARGIL T IN" I W .r ME, _ W/tIR _ - DIRECT MOUNT AV 32 1. ]S• w,. 1• 50- STUD ANGLE 35' 32' 32' 3x' 42' 3rJe' 'F, TMGT 56• ]2• 32• '.•60•-60 11.5111.51 SO• 32' 32• 36• W' 56' sr 50' 32' 32' 3B' 00' SO- 5e' 1_11- 7,i I i f `' Ti i I )� �. -�_ _[ 1-fib_ VNBOl7ED PANELS I I BOLTED PArE15 W/ 1 N-20X1' 1-1 (SEE: sECTIM AS SL APPLICABLE) (. I 7(SfE MSF'CTONS AS I TEASE) �! I l I I Iam ' I I I I !1 1 I I 1 1 ( '� C I ' 9 I I I D.M..3�.® - --- - - ... - - O O O 0 0 0 0 It -( Of ® ] MAX N L . _ ]' MM r MAN / /5 k 6/5 T Z. 2/4 1 /4, 3/4, 4/S, S 1IN6. 2W/6, 3W/7 A 4W/7 --..----A1ICIIOR6 (SEE SCHEDULE ON SHEETS s. 10 i11). - REGULAR STORM PANEL n ELEVATION 2./6r N.T.S. ,/4• MAW DAP By QM OR.NAP .+ nQE "un :I ""I - '-� SECTION A -A ' W.T.S. MOTH, (1) N: MAOYUM ALLOWABLE PANEL LDOM FOR A Ch" POSITIVE ASD. DESIGN LOAD. L-: MAIL ALLOWABLE PW/EL (DOM FOR A OVEN KOA7M ASD. DESIGN LOAD. (2) PROCEDURE TO DETERMINE UkukY PANEL LENGTH, OYD4 A P'OtIIN A.S.D. DESIGN LOW. DETERMINE MAXIMUM PANEL IDOL T..• FROM SCHODULL 4WH A NSQATFA ASD. 01" LOAD, Wn)tMW MAOMUIM PANEL LOOM •L= FROM SMEDUL FINAL MAwMUM ALLOWS" PYRE. UNOTM IS EQUAL TOM JIM6 & DETERMINED PANEL LOOM KIYILDN 'W AND Y-'. (3) SEE SCHEDULE B LOM' FOR MN, PANEL LENGTH FOR PONDS" QUALIFICATION, I INSTALLATIONS *(to WOW ARE LIMITED TO A 95 •AI MAX A.U. DESIOI PRESSURE RATING e, ID ! 11 TOR MAX. A.". DESIGN LAUDS A MAX. FARM LENGTHS FOR III,: ' . .'•20-175 g�TIF .F,-.i/ . 44187 HATE DF '+ -',. _`_ = ' GRID► •'COS %yejp I� N, ...•G`I� / / .w3e n,eo .e I L E C O I N a. WTIaft a..rAYsanarr . OWN 11111; ^Pa W,-,w 24 GAGE GALVANIZED STEEL STORY ►INEI'r PROTECTION PRODUCTS. U.C.07 FiSUOim -. Pac (RIM)Iw-ley as W)•6•-•T•T - •RYWw r INSTALLADON DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES SEPARATION ` i!' IIII ANC,R016 1- - -_ I (SEE SCHIDUIE ON __.... TOCLASS. '' 9H. 11) ,.. �. 11 03 1/H..70af,W •Gan ; (ONSEE SNIM SCf1ED 3) � ; I - 'i :. - OIWLIMYA-9 M,, .7 11/4• ac --- .. -..J `-- M.. ---- -- - - --- I I ,WOOD W_ 411' . ROOD ANCHORS _ '�` . __.-_- _.. , I + _ _.._ PANEL I.DCIII NEWIREp i ' ', l 1 I + (SEE SCMEOUIF - ,� 1. ,. II'I M t/4. (SEE SCHEDULE ON I ... . 1 I L I {' -. ,,,_..-...... , --1%L - T - ON SPACERSSHEET ij,-EON SUER I1) f1LLIa�4��0t.1 r__.__ cr . N �JI IAA%. -t"1 RACEROf IL II TILL tD+GnH '� MALL. '. 2. '. 1 _.(. I REOUWiMNO ER - �, '' I I ; EO L I - ' ' - ' . ! I , . 1 EL 1 I ; L. 1 I 1� - 1_ _ R 1 )r�' _ �(��1 1 WX. TONG N.V1eNUM SPACERS 0 12 1/2' I Ii �•-'� �J D.C. (SEE TABLE I1 ON SMELT I1.) SEE NOTE - BELOW FOR LIMITATIONS TOR Mn. ; _Tip I S I t SEPARATION1I TO Gl/1E3 ; �I) •L• W1X. 1 I PANU ILNCTH T III 1 1/2' I.ONC SIEtVE3. PANEL LENGn4 1 T (SEE SCHEDULE 7fM 1 (SEE SCHEDULE R ON SHEET 3 t (SEE SC14FDl) 1 ( ', , -._PANEL MATE FRAME O OR PANEL MATE 1 ) ON 4K['T 3) 1---. .. 1 E ON SHEET ]) ) IA.ti-Flr,• PLUS SCHEDULE ON 9*17 + ' US (9Q , t r _-- as w - f . - 1 J 'A I i rypBF 1 SEP•A.. 1 1 JOYIH 4Aa r-4•) EWSn% 1 TO QLA13� I 2•R4' WOOD .. . EX,STTK.'-6 PLATE REOUIRED _ r...... -- GLASS SEE SGIEOUE- I ��;� (xA� H ON SHEET ; L•1 DIRECT MOUNT Wj SPACER �%I ; ; I - I * I ALTERNATIVE 2W' I-- J 1 1 1 1 O Irrl�,r O .- - s* SCALE 3/0.V I 1 SITE I__ LY� : I • 12 1/2' O.C. SEE TABLE 91 ON SHEET I FOR MAX, PANEL LENGTHS L MAC. A3 OTSXRN LOADS FOR THIS INSTALLATION. .D ED I o�' I I I_- - I _- I L�� 1 O 12 1/2. O.0 I _ . 4• _ - ) " is EG- 1 - I ' • '--------------- ----.--"' I' I (. 1 _ WOOD ANCHORS �* * M L I ",' .. ........ .• �, I STAGGERED W/ STUD _ -- _ - j (SEE CHE w„ p IUr K , ,/r ,a0 •: L._ • -__ I (SEE SCHEDULE ON �' ,kMrII: - _�1 lj i 1q T>.RWeuna B uunm m A am MOW wruos RM Hr-r MV MOM ROOF inn M O O A IO "000 FROM ANY 7•X4' WOOD PLATE REOUIIR� . j MAMM MBWR O•SOolr wootow ON OWE( II). _FOOD ANCHORS l- P Lwt. wwwriaK ro SA• 41wrATm 1 .: ) 2 Xa' W000 - STAGGERED w/ SOLD a a1a7 3 OwY K R®UOm ro 1 M I., - PLA U) ROTORS OOIO TINY OpwM01OR M (pPyA1LI�� WRe ROwE O a ..'....' '.. TE RECURRED Fill ' i (SEE SCHEDULE ON 69 FOMDINO OMdl101i/`NR PUB) fH,AIL K W'AOA IIAIOeM AT • 1/4. O.C. Low AS f SHEET 11) o01/SBD We" C BnA. ItlReCTOM FRGI 1] ,/2• Q4 fAIWO Nlalm a 1 (1) MYOMY ASO CUM PFUNK IAw10 O ./0. -w p-t. (3) MIL M GAGE PANEL L LOOM a LMU TO w• N IWIY OPPM _ SOY Pu4p IDRR4 O � �! TIDY L1 PANEL Law" FAO= a M YttA1•IM,w (4)'N im t7MLLt= at m OM I (3) srm PAR somamww O Oar I O aM 1111 MY IMN AN owm WOOD PWw WTI, SOLE 3/B.1" UKO fS W m10 ,. 3 3 N OOLawf N AWAY U/ I M C-I•w somm me TE Mo (1w CM" O THE ROOM ' SCALE 3/e-1• N) ew{YLAWGu WYY ODar /a e.0 auum am 2�«. 2 / 3 Oct Nlw E !� �: ''aCEN •'•.� FLORIDA BUILDING CODE Non High lAloot Hurrloone Zone) NOTE FOR COMBINATION OF SECTIONS: I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. NO. 44167 '. a = TILDDO' W_ 24 GAGE GALVANZED STEEL STORM PANEL V. DESIGN PRESSURE RATING (p.s.l) AND PANEL LENGTHS * : EEE am" aP 4, * TOP k L'IOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR �1 •q STATE OR ! L PROTECTION PRODUCTSO LW. er TD comeANY WAY --: IL E C O 1MC. UPS! SUIT ANY ALTERNATE 2W') t1yO --... ' A, _ A`'• fORID .Soo aw. 9, WNW 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD L�'!s I. >Y ►. r ,r n mw Trc. ti 3AM 20-175 Ni.- PAW 4N-wI. -u. ►.°.L C04)w6.76M. r^ (MAMMA-G)n --.00w MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC LS%•.•••...•N .•..R .N...,.. .w .. IRMw.° IM GA-60w71• DENSITY OF 0.55 OR EON.. 4(NN TLwi/MA YLTTR A lA1R i.. PL MK7 I O ,O ,M 1" BarnY . a.x YMIn newT ! ll)l: (C) TO LTOSTIO eGGD._iMAI.SPSrvcIC GRAVITY. G " O.S6 Ala 1; 1. STORM PANd SHOWN ON TMS PRODUCT EVALUATION DOCUMENT (PLO.) HAS BEEN KRIFlED FOR COMPLYING[ MACCORDANCE - 1/a'• tAPCON ANCHORS, AS MA1RIFACIVREO BY I.TW BIMDEX, W WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL S71ALL NOT BE INSTALLED AT HIGH - I14-10 PANCWATE FEMALE 6) AND PANEUMTE PUJS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MW/I-LADE / BROWARD COUNTIES) - 1/4'0 LAC SCAM PER AD.S DESIGN WIND LOADS SWLLL IN DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 7/16'I . 5/e' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALITY CO. SPEED AS REQUIRED BY THE JUR6DICTION WHERE STORM PANEL MEL K INSTALLED. AND FOR A DNECt10MkRY FACTOR ND.065. LISIHO ASCE 7-,6 IRO SHALL NO EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF 1APCON ANCHORS SHALL K 1 1/2' AND 2' FOR ELM PANELMATE PLUS 3. 9 THRU 12 ! 17, IG AND PANEUAAIE FEMALE IO IN ORY HE ULTIMATE WHO LOAD' DETERMINED P 7-I BE FIRST ORDER 7O K i ABOVE CONMiON, DESIGN DETFAY PER ASCE a SMALL REDUCED TO ULS.D, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY OA IN ORDER TO COMPARE THESE W/ HOAX. (A.SO) C2) MINIMUM THREADED PrNIETRATION OF LAC SCREW, INTO THE WOW FRAME UNIT SMAMALL K 1 in" NO THREADED DESION PRICSSLME RATINGS 1141OILATE° ON SHEETS 3, 9 1HRU 12 A IT, IB. PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF IKE REQUIRED THREADED PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON THIS RE.0 AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS BGE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN WY W " IN C.3) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WOW SHAL K AS 01010A1EE1 IN THIS DRAWING ACCORDANCE WITH N.D.S. 201E CT A STORM PANEL'S ADEQUACY FOR WAD WINO RESISTANCE HAS KEN VERIFIED WITH FIED IN ACCORDANCETH SECTION 1609.1.2 OF C.4) MINIMUM PIMIMATION OF WOW BUSInNO SHALL K 5/8'. 1/4' 6-20 SCREWS USED SHILL SE 1 1/2' LONG MIMMUIN THE ABOUT MEN ZONED CODE AS PER AMERICAN TEST W REPORTS Of' SOUTH FLORIDA REPOS /0814 01-01 AND j021902-09. AS SHOULD STUCCO EXIST, AND I• MOM" FOR WALLS WITH NO STUCCO PER SSTO t2-09 A AST1A E 330-01 STANDARDS, AND AMERICAN TESTING LAB S(NITH FLORIDA REPORT /1123,01-ID AS PER C.5) INCASE TNAf PRECAST STONE, OR pg6rJ15T COR1CRFlE PANELS. STUCCO OR YP300 BOARDS BE FOND ON THE CXHSTINO YAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION ISM Or ?HE TLORIDA B1/1LDING CODE WALL, ANCHORS Slwl K LONG (NOUGIH TO REACH THE NUN STRUCTURE KHMD SUCH PANELS, ANC400,4GE SIW.0 K AS MENTIONED IN C 1), C1) A CA) 2 ALL ALUMINUM EXTRUSIONS TO HE 600-16 ALLOY AND TEMPER (UNLESS OTNEWSF NOTED) SEC SHEET 2 (D) ANCHORS STALL K INSTALLED FOLL°WNU ALL Of THE RECGhWU"TXPM AND SPKWICA"DNS O THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL /OAK 3105-H14 ALLOY 0 PANELS MAY ALSO BE NSTA A[D HOMZONTALLY FOLLOWING INSTALLATIONDETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL SIM SHEET METAL PANELS SHOAL HAW STRUCTURAL DUALITY STEEL. ASTM A-653 GRADE 60 MINIMUM, C-80 GALVANIZED DIROUGH S) EXCEP- THAT HEADERS® !0 SMALL NOT BE USED. slut DESLOUDON W/rr. 222 Au (AFTER ROLLED). 9. T SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER 15 t0 K 5 ALL SCREWS TO K STARLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CW" STEEL AS PER DIN ATTACHED iU IN5l1RF PROPER ANCHORAGE,THISSHUTTER SHALL ONLY K ATTACHED TO CONCRCT[. BIOCN OR WOW FRAME BUILDNCS. 500,B W/ SO Y4I YIELD STRENGTH AND 9O AIi TENSILE STRENGTH AM SHALL COMPLY W/ FLOP" BUILDING CODE SECTION 2.11,],3.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W, AS PER SECTIONS 1, 2. 4, S. 6 AND ALTERMINTS IW, 3W A 4W ON 6 BOOS 10 K A51/1 A-307 GALVANIZEDSTFIL. OFT AM 304 SERIES .Ti AMLFSS STEEL. w,T1I 36 NW MINIMUM YIELD STRENGTH SECURE 4. 5. 6 At 7 RESPECTIVELY: SNAIL HAYS A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE RUNFORCEMEW DURING PERIODS Or HURRICANE WARNING T ANCHORS TO WALL SHALL K AS FOLLOWS: , t THE ,INSTALLACONTRACTOR PS TOW SEAL/AN ALL SHUTTER COMPOMM E00" WHICH REMAIN IN CONTINUOUS CONTACT WITH (A) TSLjE(�NfF_ > THE BURDNG r0TION PREVENT WIND/RAIN INTRUSION - 1/4'0 TAPCON ANCHORS AS MAN X7VAED BY I,T.W. BUILD[X. INC. (Mn, 1'[• )492 pA .) 12 STORM PANEL INSTALLATION SHALL COMPLY WOWSPECS INDICATEDIN THIS DRAWING PLUS ANY BULGING AND ZONING HEOU,+IhONS - i/4' 6 . 7/0' CALL -IN ANCHORS, AS MANUFACIVIED Br DEWAL.I INC PRWIDED BY TE JuhSOICTION WHERE PERMIT IS APPJ" TO. M(, . 3/4'xxi SOLO -SILT APIC,IORS, AS DISTRIBUTED BY ALI PONT SCREW. BOT ! SPECIALTY CO. 13 (P) THIS PRODUCT EVALUATION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER IS DENUM AND DOES NOT PROVIDE NFORYAION (i4n Fc-3000 P.A.I.) FOR A SITE SPECIFIC PRODCT. I.A. WHERE THE SITE CONDITIONS DEVOTE FROM THE Pto - I14-10 PANE/MATE FE1/AlF O ! PAN[LINTE PLUS ANCFORS, AS 11N1UFAC'11JHED BY ELM CONStRUl1ION PRODUCTS, 1/r• 2AM1C NAEIN ANCHORS, AS AMNWACTURED BY OEWNLT, •HR- (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AM INSTALLATION INCLUDING LIE SAFETY Of THIS PRODUCT A 1) MINIMUM EMBEDMENT OF tAP(:ON AIL:/TOR$ IN10 POURED CONCRETE SHALL O' 1 3/4-,2' FOR F1CO PANELMAtE AND BASED ON THIS P.E.D. PROVIDED HE/SAIL DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION 5ME7Y AT SITE IS THE CONIMCTOWS RESPONSOIUIT' 4 3/4- FOR ZAMAC NMLN ANCHORS. IA2) CALL-N ! SOUO-SET ANCHORS SHALL K EMK.UDFD 7/8- INTO THE POURED C°NCRER NO EMBEDMENT INTO (c) TMS PRODUCT E4ALW110N DOCUMENT WIL K CONVDrWD INVALID if MODIFIED SNCCO SHALL K PERMITw PERMITTED. 1/4• •-20 SCREWS VSW Al K 1 1/2' TONG MINIMUM SNOUAD STUCCO EXIST, (e) SITE SPECIFIC PROESHA CTS SHALL BE PREPARED BY A FIORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WHICH WILL BECOME t"E AND I• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREW$ OR ALL THREADED SCRE'•S W/0 HEAD, ENGINEER OF RECORD (E-O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE PE -0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P1 D ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OMWNGS FOR RLWW, A3) IN CASE THAT PRECAST SYDW. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL ON FLOOR, ANCHORS SWXL K LONG DOG(R4 TO REACH THE INN STRUCTURE BOUND SUCH PANELS (e) THIS PLO SHALL BEM THE DATE AND ONIGNAL SEAL AND SIGNATURE OF THE PRoFMVOyy ANCHORAGE SHILL K AS MENTIONED IN AI) AND IN AZ). ENGINEER 01 RECORD THIAI PREPAWD IT (B) TO-DOSIWGSfRBiBETL Ol4GLJIIKL.li1(i3LL,-.319' 14, SNUIIER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4" 6 TAPCON ANCHORS AS MANUFACTURED BY 1 T W BUIDF_%. INC. PANEL SNORER IN ACCORDANCE MAIM SECTION 1709.9.1 OF FLORIDABUI(DING CODE ONE LABEL - 1/4' .. 7/0• CALX-N ANCHORS. AS MANUFACTURED BY DFWALT, INC. SMALL K PLACED FOR EVERY OPENING LABELLING TO COMPLY WITH SECTION 1709.9.] Or THE FLORIDA - 1/4-I X 3/4• SaUQ_SET ANCHORS, AS OSTR19UTED BY ALL POINT SCREW, BOLT A SPECALTY CO BUILDING CODE. - /14-10 PANNELMATE FEMME O AND PANELLMTE PLUS ANCHORS, AS YAHWACTURED BY ELCO CONSTRUCTION II Ott# /.• . zAANc NM11/ ANCHORS, As LIANIXACIUREO BY DEW'AL7, INC F A T/( 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELM PANELAMS AND ZAMIC MAXIN ANCHOR, INTO THL CEN ... BLOCK UNIT StwL K T 1/4' la FLORIDA BUILDING CODE Non High VelocityMIA loan* Zone) 8.1) Ckx-N ! SOLID -.SET ANCHORS SHALL K EMBEDDED I/B' INTO 114C CONCRETE BLOCK UNIT. NO %,44 7 •twro aTa)o. ANc 24 GAGE GALVANIZED STEEL ST0161 PANEL G,,.A,IA. N, STUCCO SHALL K PERMITTED 1/4• P-20 SCREWS USED SHALL K 1 ,/2' LONG MINIMUM SHOULD -{O EXIST, * -- AND , MINIMUM FOR wAlls WITH Hq STUCCO ccD "� OL09AL PROTECTION PRODUCTS, LLC. 07/'Fr'A'A �'t• STATE F- I C E C O tMc nro 8.3) IN CASE THAT PRECA51 STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K FOUR F[0 : •AGO A. 51 WHET EXISTING WALL ANCHORS 9NN.L K LONG ENOL/GH TO RF11CN THE YNN STRUCTURE KNI/ID SUCH P 11' R) 'G,\• I OW,""�W A' n 3 1114 20-175 , - aeI N�e-•-rEIL M-•4P Hof. "MAW IA1L FAA, "Aft •I.7 ANCHORAGE SHALL K AS MENTIONED IN B-,) AND N 62) S/ORAL 1" FA...6W I,: 11a•Aw Wa s.. 611MRN- N•NINNIR I11A1 PL WAL/WGR-on/ow AAA" � 4K.\iC .Aw I R M INSTALLATION DETAILS FOR REGULAR PANEL i 1n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES --E6ISDNG POURED CONCRRF ..- L111Si9iG POLMKD CONCRETE 0R OONCIIEIE SEDGE �j� OR cBNCRETE RaN RECVNtto %* REOINRED. CONCRETE ANCHORS Y I (SEE SCHEDULE ON //✓ i . OSHEETS 9 THROUGH 10) _. O �RETPOURED CONCRETE I 1 1 I _ _ AR SA_ _ ..;T.7 'ii w-O vo I sn•AIIaTIOIN , 1 lO CIMi (SEE SCAWME I OS A wHn Ow1H 01RI 7•n EXISTING_; CRABS 1 ON SHEET 3) V NIP.. ) LENGTH PAWLSCHEDLR.E � 1 (SR I i ON SHEET ]) corIORErE ANCHORS N -- �. (su SCNEDUIE ON ! SHEETS 9 THROUGH 10J(I ; (7 { ti� six la,/ f j j OF i- %i MAX �. ' 1 1114v-]Mr• L0 I.-NVa wL` I l I {? ;, 1 /r / - - - I ' , ,.,., ,�1_ 1 41 I- M etwen HeAP 7(W taMa mt rxW a ,/••-mr a5, M../ Ma o n-4o=-cu- • ,2 ,/r PL. ,, - 1' Min.._ - 0 Fi LOCATION ALTLVWn COACRET£ _ pU51 MG POURED ODNCRlTE ANCHORS ._OA EE C)NCIR7Et BIOCN REWIRED. (ALL SCHEDULE ON SHIFTS 9 THROUOM 10) BUILD-OUT WYNTING E.D. ^EDGE INSTANCE NTFCMNn����, (SET; SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 IOU 103 COMBINED IN ANY WAY TO SUR ANT MSTALLATIDk LID I , /S/. �+ �/ ,, %"i 6 I I a IF , . L - . i :. ,/.•r2Wn' �aWw , A SEPARATION 10 GLASS. ; � aNO s (SEE SCHEDIaE p ON SHEET 3) e 6 s I,, N I I i 6 a I �I�Y , 1 1 1 LD 9=WTQ- CONCRETE BLOCK , REIN RED. CONCRETE ANCHORS . 9fM0[MD W/ SM6 (SEE SCHEDULE ON SHEETS 0 THROUGH 10) RLOUM(SEE SCHEDULE °1O�` _____ SHEETS i T6EOIlONDM 10) 1 Y' MI.. PANEL LENGTH (SOENE SCHEDULE SHEET 3) 50X O t' MAX. 1 1 1 I I I • 1 1/7• TIC.. I I -(_ _ . I v 1, 17, r 9 �� I;•I"S' ,111 1A . CEN'. .44167 '��.. STATE OFc '%74,11� Mon. SEPIMhp1 I l• M... TO GIASl. PPM LENGTH acHEaAE am (SEA SCHEDULE j I N _ to � _ C0 a) - U L N 0 Q C O _0 a) � -0 ^O C .0 U 6- 6�0 C � tV U O cV � VJ c 0 Q^ a) 3 M 0 p CID �_CIO O Cn . T, a) L_ r 2 . � -22 w o- < E.D.11 I Q ,, i _I < 1. 1 APPJCARO: /.� I � - '� CONCRETE ANCHOpi ,✓/�, . (SEE SCHEDUE ON f,l� J 1 ) 9/1[ETE or INROUGH t0) 'B!: �� . ; Q-WADAINS®H0C11ER15 - ,/q+, 1 �1" USED & CNgRS K'E11 . EXISTING POURED . C •,•/ PA#40AMIES ANARE CONCRETE BLOCK ARE USED. RE17U{RD, _ "IOI 7114111011[•L 10i_ C07 h ,1 FLORIDA BUILDING CODE Non N h VelocityHurrtoane Zon• "e0°°1ATma "L 24 GAGE GALVANIZED STEEL STORY PANEL 4,I�IN''1, " -- I L E C O INc GLOBAL PROTECTION PRODUCTS• LLC. .{ao :e. 5 4TRO1 OMW. rt Aft. PHOC CW)wo-75M• rw (w4)Iw-II.7 wc� .. - 1w YI .- e.LWa n MAIM 4r . ON WI-S. R. I CAM 4n-1M. 20-175 - .-." ••••� OA-OpOM1. X A..w NH �,w - - IY sew 4 W 1/ "11 A ILLI� Y. ►3 �..� 3 ..... INSTALLATION DETAILS '� - FOR REGULAR PANEL Ct-) INTO WOOD ' 4'aw' (Mln.) [xLSTRq YYpppp�� - _t.I.. ._ _ __.ALTERNATE SEAM REOIXNLD. STRU7CRUITAL y ADE'DUACY OF EXITING WOOD ;.. - Il YD MME BY KAM K CE ID EE .' . I MKwtttCNPRGISTERED OSHDMIRTER N': ALLATION. _ raOo ANCHOMLs t r I. (SCE SCHEDULE aN ALTERNATE wooO MICHIO,R� A __.'-' I.1 (SEE SCHEDULE ON III_.64 MIn. - 4Y1' •OI WWAO tN0 A M I iiW = /EPA aocr a SHEET 11) SHEET 11) I' �E°}Ep._.. �.,.•,. - ----/.•-w4Y AS 1U. WHO ,. ' N i H( 1 2' M / • 13 1 of 1 ,'M/L4L wcoo HEADER -'/ ,; ,n' -_-.- _ �� + -._..._._-f _.___ -__. ) M�t �(a�J,smlq= REWIRW 1 _ - t/.YM-OOP i x N�'� 6LA53 / '` ; : t 2;:� M000 ANCHORS _ (STREET `i '•P IMF 1 I IAn. OSEPARATION To I 11 / tst-11- j - : - -I,) CLASS. SEE SCHEDULE ,Nti-7M+' T=!�, 1 2 I SNEE7 3) .L O W_.. I. , AM �- 1 r SCHEDULE ON SHLI'I 3) I MAX +/4 t. Pam LE4T11 jON I olW-il 1• MA11 I _(SET ; .. •` / LINE OAE Fa 11In (SEE sm"ULE [LORAH -... - PANEL LENGTH I T IX I IJiW OAS ON 5N (SEE �._-._ _ _ __ L _ ON SHEET 3) .v GIAssI I - - --- _T_-,. E I I 1 1 I 1 I 1 ,v ,. --- .. 1 I SOX 2 I F I O OF ,L. T OF l• ..-wAL•'j1' (� ,�((��11 M.X. (,-. I I MAX. '.. lJ ^. I t/t• D.G. I'. '�. ___ .L I 1 P No FINISH ALLOWED 1 I ED ' .) I'�A3•�'2~d,irAa ROLn WIC• R I/4' aC ) ..) 1 - r ® _ -1 - -{. '%0' WOOD -°- bTECI NEaARED •)' 2'.-' WOOD 1. woo0 ANCHORS M - SEE CHaaLs ' (SEE SCHEDULE ON ttsEE� SIGHED LL OR _� 3/4' I SHER I1) SIEFr , q ,. CFJLING AND ago MOUNTING SCALE 3/9-1- RumffieNIM KNOW SCALE 3/6-1- 00T A. iA -- VCEN11 s� . NOTES, FOR COMBINATION OF 9PCTIONc_; :r NO. 44167 '- t(T'ITC *- FLORIDA BUILDING COD[ Non High VelocityNurrIGONN Zone 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.O TOP A BOTTOM MOUNT44GS CAN BE DESIGN PRESSURE RATING ((P�.1 AND PANFl LENGTHS COMBINED IN ANY WAY TO SUIT AIVt' AS PER SCHEDULES ON SWEET , kii.. STATE OF Q LUDO 1ETao. we 24 GAGE GALVANIZED STEEL STORY PANEL I.P. CANNOT, INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W'/ SPECBIC �.', •A1Q _-eA•.•`- _ :.-- --� IL E C O NNE. 1�'�L PROTECTION �� + �• n MILE+ DENSITY OF 0.5E OR EOUAL_ /ONALE _% ••/ANNNIH„1N •J�2NR-isl Law aw. 51 mar OML FL 3MN f I.. r Ia -ttl�R K A,w MALL : p =. I r- , aW rH_,Ot " PHHWL MOTTO ISM. ru (&SOW on 20-175 eA. I,`N' r •RAIrM r P.L fAl/fOYOLME/MR W+LIaa4 IELR F. r flQt 7 a O `J LLJ M Z Z Q .J d n� rW � 1_ (/ J ICU O L 0- Q U 0 a- 00 M� W SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS OR 31M VANES r.4* am Fmmm: 00_7, ..Mr 3108 "-1- 00 11A AUAFF OW. ALUbL & (19 ANGLE WITH ;0=. 3/4' Z 1/2 TAPOON 0 1 POURED CONCRIETF_ 1 311* TAP" ANGNGAA 2 1/2- A"Il AMU= L (Z OR(3 fall FAIL, FA%n CAP cur 00400111 to IV cc 2, 2. 06V ?a It"TE LID OXW" YAM z17- -Xn 2* on' ock. Ir JAW 217< L 41 ALUML ADC[ OR 4 M'3105-HI&4 MW P01.0" COMMM. ODNIAM X 4' X I T. IIIAXX OR 2.4* WOOD FAA( JIG, 001 2 112' ft*A'KD Joel j.. T < 10 CONY 41AL ANCLE 1/4, - - - - - - Me. GAP 1/4- 0 SOLI -4; 4. 07V "; a 12* cc -N . am 0001JI-111 ALLOT W/ik"Wft C.4 A&_ ow CASE A (PLAN) CASE B (PLAW CASE Q (PLAN) CASE 0 (PLAN) SCALE 1/4--1- SCALE 1/4--1- SCALE 1/4'.1- SCALE t/4'.1" 7 04 SMO-29 Olt CAA­N 1100 PANILIME Ep61Fq IRA At-PEND OR PANO-Afn' cow, 1 .511 POURED come Olt 2*.4' WQOP SCHEDULE (., PANEL CoNclum KC FRAW omwisn As APPLIQMIUF to If, OVERLAP BEYOND V.' WOOD & a'- 10 OPENIM WIDTH) CONCRETE. bomeNENE Aroumm•00 re W= FTAME •M6 x 9­4,a OR(4 YAM- VARICS I REAS v= PAPAU13L Tot sr M. WALL (WVM Cut 00 PNI!L) X GLO 06TANCE ---- ------- CASE G (PLAN) A SCALE 1/4.1' wivalt 4 VAUD FOR DIRECT MOUNT PWA"TION ONLY & rNo, CERTIFIED PANEL INSTALLATION AT WAILS W/ 44167 SURFACE LEVU VARUCtIONS WITHIN 3/4- FLORI BUILDING CODE (Man High Velocity «urrkone Zone) CASE E (PLAN) CASE F (PLAN) T OF 91= 11,71100. W. 24 GAGE GALVANIZED STEEL STORM PANEL SCALE 1/4--1- SCALE 1 /4'-1' GLOB9 PROTECTM MMM U.C. %W a, DKCI COAL M =14 20-175 GROW N. WAV0WiJV,/bft Zma i"-ql i .Mm a ill MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) iNSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DINSTAL.LATIONS AS PER ALTERNATIVES LAW THRU 4W. ON SHEETS 5 & 7) MAX. ALSD DESIGN I RATING MAXIMUM ANCHORS SPACING IN ED. - AS SHOWN ON SHEETS I & 7 'u ANY 1N 011O OF THEM PANEL LENGTH TAPCON LAD SCREW PANEUAATE FEMALE a PANELMATE PLUS WOOD PUSHING Ir Is* 13' Ir Ir Ar 13, Ir Ir lIr a I/V` 0 1/2- 6 1/2- 5 1/2* 2W m 0 1/4" 12 1/2* 0 I/C (Wn 1) 51-11" a' IV CROP) OR LESS r 31 +45, -45 OR LESS jr 3 13* IV IV ir 1r IV IV W (SOP) ir 13" 13' IV r I (Wmn"m) 1/2* 0 1/2- 6 1/2- 5 1/2- 6 1/2* (TOP) - - 4 1/4- 12 1/2- 6 I/C (Wffl) 4 1/2* 4' 6 1/2- 6 1/2- 1/• 1". 7' 1/2, 12' 12, (RIP) IV 13. a 1/2- PETna" LSEE TABLE #I FOR MAX. A.S.D. DESIGN LOWS & MAX. PANEL LENGTHS WHEN SPACER (9 IS USED, cowspolicim ONLY TO ALTERNATE 2W ON 9*:rr a I MAX. kslo. DIES" PRESSURE RAIING MAXIMUM ANCHORS SPACING FOR ED, . AS SHOWN 06 SHEETS 6 & 7 AP%CA9UE ALTMAM OF THEM MAXIMUM UONCM (ft.) TAPCON LAC SCREW PAMELMATE FEMALE AD PANELMATE PLUS WOOD mishm 11V 13, Ir Ir mm IV Ir Ir �3� a. a 1/2* s 112. a 1/2' 6 1/2' a lIr 20 (TOP) - - 6 1/4- 12 1/2- 6 1/4- ZW (BI".*) 5*-W OR 1/2. 3W WITOM) LESS 13' IV .45. -45 TO +75. -75 13, Ir IV 13" 13' IV 13, Ir to* IW (TOP) 13, Ir IV •to (ammm) 6 1/2- 6 1/2' 4 1/2' a '/2* a '/r FW (TQP)__ 6 1/4- 12 1/ 0 1 4• to MIT;.) :F TO 5* 5 3W (11013061) 13, 13' S 112" 40 00P) 13* 3; ii 13. to' 4. (1110111CM) I• SEE TAM 11 FOR MAX. A.S.D. DESIGN LOAM & MAX PANEL LENDMIRS WHEN SPACER 0 IS USED, COARMPONDING ONLY TO ALTERNATE 2W ON StW 6 1 uAE dj a A.SA DOM LOAD MA)OMUM PA4& LENGTH 40 PSF OR LESS G.-O. > 40 PSF TO 50 PSF 6•-2- > 50 PSF TO 00 PSF W-10- A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W1 PANEL MATE AMAa ID OR PANEL MATE PLUS ANCHORS & W/ " Sf*W /IiI,4Z 1/2' O.C. (VAUD ONLY FOR PANE -Le INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) MAIL A.S.O� DESOM PRESSURE RATING (v 9.0 MNX#AUU ANCHM SPACING IN MI E.C. POI! SCHEDULE 111:1.001' 0 9= - PANEL LENGTH v 00 MAX, - 0. DE54H PRESSURE RATING (p As.) E MAXIMM ANCHORS SPACING MR MIN .D. PER SCHEDULE BELOW APPLICANUE 70 SECIXed A IMgYW PANEL LENGTH (ft) lAIAODN SOLID -SET 7 FlEMALLE 0 PLUS ZANMC MAKIN - CAUK_W & SOLD-KT FIDIALE 0 PLUS Iman m 1i I Em To I& To colmm to Comm= 'Am To amum OF THEM -arleatogliA 3k sk -&-hal, THEM 443. -45 OR LIM 13' 13' 13' IV 13" 13* r L I r Is, 13' Ir 1 (700) OR LEES .4k -45 -651 -45 Ir 13' 13' 13, Ir IV Ir IV Ir 1 Ir Ir it 1/2'1 (TOP) 5,-r OR Uns 13, Ir IV__ 13, . IV 13*• 13, IV 13, 13' IV IV - Ir 13, Ir ir -57-71 -1/2, 1 mumm) -L3: Ir IV Ir Ir IV 13* 'r 13' IV Ir 13, IV 2 POP) 13' ". 13' 13' Ir 13' Ir Ir Ir 13' Ir-11 1/2' 2 (TOP)__ Ir Ir Ir Ir Ir 13, 13" Ir ur 13. Ir Ir 13, 13, IV IV Ir Ir Ir 13' tr 13' Ir it 1/2' 2 (Bunum). Ir 13 Ir Ir I Ir ir Ir lAi.1,13, r 13, IV 13, 13' Ir 3' 13* 13, IV.- Ir It 1/2' 3 (TOP) 12 ." 12 1/2- 6 Ille 12 t/2'12 1/2' 9 1/4' -2-E-100p) 6 I/C 3 (110TIOM) I� 1. .,2 a I, - - I t/6- i 1/4- 3 (morw v r 6'r 1. a- I �1-e it- 5 lIr r is* If 1/2* a" 7 1/2' a' 6. r 4 (TOP) Ir - 4 (manom) 6 (TOP) ­ a TV IV 13, IV 13' 13, Ir IV fir tr ir ir IV I r 13' Is vi -Ts 11 1/2' It 1/2' 11 I/r 174 4 (BOMLt) 5 (TOP) 5 (WITOM) I (TOP) I (W"L-) TV is -Ir 1 -T3;- - •- 13- Ir 13' T3=' IV 1 1. 13" IF 3 - --- IV 13' a 1/4- ... I r 1. 6 1/4' 13' 6 1/1' ­_ Ir 5 1/4' - __+ - -_ - 3. --- 1/-v IV 13, is'-- I- 6 t/-* a /IV - a 1/4- 1 /A a 1/4- 0 (molm -1 Ir S. 13. to 1/2' 13r r 13" T .7 1/215 1/2 13' 14 11r11 (TOP To 14 '. IV 13* 13' 4 1/2" Ir & 1/2* 2 1/2' 5 11/2 IV 13 llr I TO q.-G. _j ir 7* Ir ". Ir 2 112 Ir 9 t/2 to 1/217 t/2 13 1 it* 1 (901'") ...13, it 7 - lIr -Ir L3' IV to" ir IQ' it* rir 6 1/2* 1 (BOTTOM) 13 5 13 10 'Ir r IV '. 7 1/215 1/2 TV 4 112* 2 COP) 13- I� ir _ f_ Ir IV 0 1/2* Ir 6 Ilr 1 1/2, 6 1/2' 13' 4 1/2* 2 (top) 7- Ir is- 13- 1/2 LO 2 7 1/2 13' 6 1/2' 2 (90TIOM) F 7 llr 13- Ir Ir 1 IF to" 1" 0, 6 J�/�2 illn: 2 Ir I. I r 13, Ir 0 1/2 V 9 1/2 10 1/2 '7 'X_ ! 1/2' Ir Ir -10, 10" 'r to" it* a' 13' 'I a In' 3 (TOP) - 12 1/2'12 $1r 0 1/4' 0 1/4* 12 1/2" 0 1/4* - 6 114' 4 1/4' 3 (DOTTOM) 12 1/2- 12 to 1/4' 6 1/4- V2 llr i7 Vil 6 1/4- & 1/4' 3 (BOTTOM) 7* 3' IT 7* 3 1/2, r 4' 4 I/V 6 1/2' 1 1 '/1' V r r 4- it- 4- 4 I/V 3 I/V 2 V 4 (TOP) sin' 7 i/V 4 r r - - 9 llr 7 112- 4 (B001TTOMM) Ir _T3 Ir 9 1/" IY 9 1/' 0 1/ 7 1/2' 13' 'SA 13-" a 1/2 IV -Ir Ir to, Ir 10' 13, V IVIr s 2- llr F2- 1/-15 (BOrmm) : ,v ij 3; J� 10, Ir to, 11, r IV ri.7 I 13• IVIs (TOP)PI rr Ill 131 2.r s 11ri 6 1/4- 6 Ilell 1/4-1- iI714 1/0 19 I6 1711 10 1/416 (Wr-)[ an ow 11 FOR Amm" Im a SPACM no NPALWM afto MOOD raw $ULM= 0 MMKO ANCHOR SPACING& AND NOMM UM DIST0112 AK WOUTM ON THS ICHOXIIJE. FOA to LEM I'm OOMTO 0. 20ED MUCE Amemm SPKM W wmmvm SPACING *mm ON SMMU BY ItS MILDNIA WTOW FM TINS OPICIATION TO K PMW Kuum Z1AC11111 0111AMal UNNO FACTOR SHALL W M LM TO" AMAW WIACAIG 0011100111111 IN EACH ANCHOR I"( life ANCHOR I" Vol! a Pus NMUM NoDWR Down OL04 3 Amsm. m WNW FACTOR I Yr 7 1 1 am Iw am - au Too '40 SPACINN ONLY VALID 11011Y SF�. ED TA- # I FOR MAX. A.!] "ON . st REAL PANELIWIEPI ER 0 is USED. rmLLA1 A AALD. DESIGN LOAD MkvMUM Pon LENMW 40 PSF OR LESS W-81 * 40 PSF TO 50 PSF W-2- * 50 PSF M 60 PSF 5'-10, A MAX. PANEL LENGTHS ARE ONJX VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ " SPACER At 12 1/2. D.C. BUILDING 7 - . - - , - - ­1111f1ORS (SITT SECTIONS 6 ALTIANATINES ON SHEETS 13. 14, 13 kls)- V MAX.R-W13, R-2A/113, R-SA/14. R-111/13, A-20/13. P-30/14. 3' 1" *A-IAW/15. It-2AW/15. 11-34111/15. M-nW/I.% R-311100/116. 4) OF 0 0 0 0 0 L/2 1/4'0-2%1�:IWLTS IN (USE;.UTIOTH MAX. OVER 7'- PAM LENGTH a ME PANEL 0 +40-0. -40.0 04.11. REGULAR STDft PAWL REGULAR mvw MID P"i[L. LENGTH BOLT) LIFE SWWFEMYY ORM PANEL -r 0 {BOAT-54.0 GOTTA (W/O ONERLAP MID PANEL LIDWITH BOLT) A USE 2'-r MIN. PANEL LENGTH - ----- At ALL V 104,00fre" 7 OF LIFE SAFEW PANEL BOTTOM CORNERS 0, ;_OvE%,AP I - --- I - - I__ i I I i or 4/11/0 NUT Aky- EXTERIOR WM NUT AT LEFT PANEL RIGHT PANEL 3: t WSTALLATIONS ;LI17 I- WIND 1. Am. R-IA/M R-2A/13. R­3A/K R-119/13. R-n/13. R-39/14, I Not SPEED UP TO I. . R­IAW/115, P-2AW/15. R-3AW/le. *ft-1ow/15. 11-28W/15, R-39W/16. -ANCHORS (SEE SECTfOrs & ALTERMTKS ON SHEETS 13. t4. 16 *4) 1/4- MAX C* LIFE SAFETY STORM PANEL In ELEVATION (t) 2.6117' SCALE 1/4--1- STORM PANEL (MAIL oAaLAP--,*W STOMA PANEL WA0_w`"F,4% z­'t I 1/4 A4A ............ LIFT SAFE Y PANEL W FLORIDA BUILDING CODE (Non Milh Valocifty IHju Gone Zone) STA_ E=2108IkFSs OAIDA G AL-•�--P�10�1p10pm 24 UK GALVANM STEEL STORM PANEL ammfpm WMAMM 11LIECO I. :- PRO PROTECTION PPRODUCTS,SECTION A -A am At emu SCALE 1/4--1' Mo . �. 20-175 PL ft" namm F9 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELM, INVALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX. AS0. PRESSURE RATING (P-f) MAXIMUM ANCHORS SPACING FOR MIN EA PER SCHEDULE BELOW APPILICASIX LIDIM L PRESSURE RATING BELOW U3110114 (4) TAPOON SOLID -my FDL41E ID PLUS ZAAM-NAILM CALX-41 T SOLD -SET Z#A"-NAAM to to :& to -3k to 3k h.* of I.E. ID 10 mmm am or INN "Go. It) +75. -73 L Ir ll* IS' Ir Ir 13" 13, ir -3k Ir 12* Ir to* I (TOP) OR UM A •5W* 13, 11111ri Ir 61/2, 7 1/2,16 lIr ir 4 1/2' 1 (W) OR LIN Ir it* 13' 13-- IV 13' Ir Ir S I:_. 13- 10' 1 WrIOM) 6 1/2' IV Ir r r 1 13, 1. to' 7 1/2" 13' r I (BOTTOM) Ir it' ir 13, IV 13* IV is, 13 . _I?L_ 12' 13, IV 2 (W) IV 5* jr IQ lIr Ir 4 1/2' 7 1/2' 5 1 2 (TOP) IiF F•• I r 71 IV T: ir 9 I/V Ir 9 1/2- 10 6 1/2. a (imonam) 13, it' 13, 13, 1 r 13, IV I r I V ir- 1W 3 mr) _L3: 7' tr 11' •13" 9 1/2" 13' 9 1/2' 10 1/2" 7 3/2' IV 3 (IOP) 12 112- 12 1/2- - 6 1/4' 6 1/4' 3 DIGFW 12 1/2-12 1/2- 11 6 1/4'6 1/4* 12 I/V 6 1/4' - - 0 1/4' IL 1/4: (BOTTOM) r• C •6 10- 7' 7 11F •7 IV It 1/2' 7- 3 1/2 ar 4- 4 1/2" r 6 11'r - 2 112• 6- 1,- 4 (NOTTOW) 5 (TOP) 2�i_ Ft. IV IS- 12- IV to* A M7L 5 (TOP) 6 1 1r 5 to- 7 v:F 7' IF 13' 13* IV 13- 1 r IV a '12* IV 13, 13" Ir 13 3-­ lr ij4•• it Ir IS;- ir --Ti- Ir 12- •i-oiiii*- 1 to, a IV I. _iF i3 I• ti; 0 1/9" 6 1/2' to 1/2'.7 7 1 /r 1/2' 111 llr 1 ••5 i Ij2 (Nrmm) Ft ir 6 1/4* 13,11 T/ -j- /4• 13" 7 1/2' 1V is, lar Ir IQ- Ir 7- 1 (BOTTOM) W-6, To 1 IV 31 Ir 101/2-1 Ir Is t1r 13- a fIr 7 17F 5 Ile r 4 1•2 1 OP TO 1 r 13' to 10 1/2' 11 t1r a- •IV 3: ir I` is' 9* to' 7 i/r 1 v I (BOTTOM 9. 13' 7 I1r 1 13' 13' 13' IQ* it' 8, IV 9 1/2- 2 (TOP) 0 In Ir 9 1/2-1 IV 6 1/2- 7 I/V 5 1/2- IV 4 1/2- 2 CTUP) 3' 1 IV 10 1/2' Ir 10 1/2' 11 I1r 8- 13, 7- 2 (00"om) Ir 1. Ir r 9 1 . Ir 9 1/2' 10 ?/2' 7 1/2' ir a I/V 2 (NITMIM) [1V T• I iV _IV IV 10 1/2' IV 10 1/2' 11 112' a- 13' r 3 (110P) IV 1. IV 3' Ir I I 1 '/2 0 7 lIr IV 2 it 1/1' 12 I1r 6 7/4- 1/4- 12 I/V 6 1/4- 6 1/*' 0 1/4. 3 (BOTTOM) f2 1/2' 12 117' & 1/4' 6 1/4* 12 llr I I11V - 6 1/4- 4 1/4' 3 7 1/2-• 1/2' 4, 1* 4 r 4 (70p) 4 toonom) •r 6* a 1/2' 7* 3 11r 6, 4' 14 112' 3' 6 I/r 2 1/2' 4 (TOP) r 4. 0 1/2- - a' Jr - 71 - I ? In* ir IV IV it) 1/2' 13 !LIT 2. '1 IV r Is (TOP) 12 a 1/2 4 Is ir Ir 1.•1. IV ir 7, 1 Ir -7 -1/ 2'_ -1 F _13- 1/2 1 3 to 1/2-111 �22 IV 7- 15 (BOTTOM) 13 IV IV Ilr 13' 1 1/1' 10 1/2' 1 1/2- 13- 7 ql!"_231 IT:. I I I I�q 8* IV 7' 14 (TOP) 13" IV 0 1/2* Ir 6'112" 7 1/2' 1/2' 13' 14 1/2*1! (mp) if 1/4d 1/4*16 11i'lit 90TT 10 114 -10 1/4-16 - 1/4 - 6 I/,j 16 1/4-16 I/V16 (91117-)l NU WWI` II FGA ANCHCAS " At 21MOM FOR OWNAAT44 0110 10010 "VAS INAILD1101. • Mmum, AND" VQDM an W46KO OK DIFANCI AM ,'WI XM ON THO SOCUL no LC, LUX TWA INWAM ON 110NIONAX fQ:D= ANCHOR XPACW IFF "TftVM VAC04 INOW11 ON SCHRKU W rod FOLLOOM FACTORS. FDA "Of 010111MIXIN TO K POSSIBLE MUM VACM OVAINVID USIC FACTOR 040A1 NM X LUS TARN V"M SPACM WNGAM file 114014 ANC IN TlPT ON "a SCNUUL ANCHOR TVK mom we" AC OR wiffam (e.) 3 I a J 2 'Ir I '/j AuxMR1 RDAOWN &•) 3 j vir r A 3 vir 3 ommum max 6-1 1 1,/2 111. AMA immmit mmumm ILYA • St."= ONLY VALID WHEN SPACER IS USED. SFE T 1 FOR MAX. A.S. "ON WAM & MAX. PANEL YR1CN SPACER IS USED. L/.": Ro'"Cam 'Opt C CONCRETE 11LOCK REQUIRED 12) 1/4 NIX E-D ROL& it "0. Dam LOAD IMAXIMU111 "M LENGTH 0 PW OR LESS * AD PSF To 50 PSF 6'-2- * 50 PSF TO 80 PSF 5--10- A MAX. PANEL LENGTHS ARE OId_Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. FLORIDA BUILDING CODE (lion Rah Velocity Hwrrioon* INSTALLATION INTO DETAILS POURED CONCRETE FOR LIFE SAFETY PANEL CI OR CONCRETE BLOCK STRUCTURES 1/4-0 YA"-- - W, P%7 1/4'0 TAPCDN JDUITTING POURED _. I ANCHOR a 9 O.C._=m BLOCK O.C.- , - ANCHOR * a' CCONCRETE OR CONCRETE dLoCx REOUNIED 02 2 11/2- 11/4' E.D. Aj) I- Min li-SEPARATKOMM TO GLASS. v "m VIA awH ELEVATION ON 0 it' PAWL LLNGIH (SEE ELEVATION I-T-1plar ON SHEET 12) ON SHEET 12) I 4 - L/2 .-oJe- L LOA A4 tff 04 1/4' * IAPCO 1/4*0 TAPCON ANCHOR III $I O.C. ANCHOR As 9* D.C. g=WOURED CONCRETE OR 11101,01D. CONCRETE ON REOUM. a MVQLS eIOCN r= WALL-M . .PNGS SEE MDT! 131 Is I"R ANCHM MCNO m 114'. TYPE & SPACING FOIL WWAAAI*W INTO UPM "'a"s N 3 WCOAD FIMAAE MALCOM WNW ANCHOR VMMM AND VNIAM -AFF00-1 =ZI-64 I m" of "I"AK SCHEDULE. no to, =Mx. ON SCHEME REDUCE ANCHON VOCING I Vf MAlftYM SPACING SHOW - sclebw 1" IRA 1131.1004 FACTORS, Amm m mommut W rpm" an POR INS OPIDIATM TO K P01150AL AEQUGEC VACMIC OWAM UNDIC FA" SAN.L NOT K UMS TNAFI mmmmm vocam; vIQACATm to EACH AMONG;* r".1 Mna 50"EM" 040 0 ti 1, Min, SEPARA71M C TO CLASS. IF M tMau an r"Nit -C I -L- IA PANEL U (SEE ELE ON sma 1/4'* _=W." ANCHOR I OC CONCRETE'• BLOCx 62 AX ILI mail WA X &KRAP- 'L* MAIL V PANEL LENGTH (SEE ELEvAnom ON smErF 12) 01 EO L EO EO I wn 1/Art Dan W/Fry 1/4'0 TAPCON __j/*'0 TAPCON ANCHOR 0 9' O.C. mom a 21 O.C. ==CONCRETE OR _�ftm CONCRETE OR LN fmouwlm BLOCK REQUIRED NmlFp 0 REGULM PANELS a r"NEL ""Qu NOS FLORIDA O O -C= U) -Cu 0 CD 0 2 Cu 0 -0 CU CL CIO =3 0 CIO 0 OW-0 0 .0 -4- CU U- ,- 0 CU > Cn -0 a) Cn J= Z0 a) -6-0 2 CU -0 . c U) t Q z Z W J 446 7 Lu f. A - Cr, uJ INSTALLATION DETAILS 'ETY PANEL M INSTALLATION DETAILS FOR LIFE SAFETY L 1 INSTALLATION DETAILS FOR UEE SAFETY PANEL nt INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE B INTO WO STRUT EIS 1/4,0 TAK -------- - L ON 120STING PCU1KO _00STM POURED CuroGraLff ON ANCHOR 0 9* OC CONCRETE OR CONCRETE BLOCK REOURED ANCHOR 0 V, O.C. _Km HEADER JOGQ HEADER N CONCRETE @I= RED Cn 1 REQUIRED. OC =APMN WCON Q, Q_r tn 0 V cc Ma O.C. 0 9"O'C' -4) (D MA".. 4) j -4) 4) Q) C 1/4 1/4- Mol. 1/4' -.0 SIR .0 emion T - 41:, 1 � 1/0 ED.- MAX. W& /4 I I , . - ' 11" - L- . � ..-I -#--a U) 2 2- 2. Z Cu 45 1� L F-;L,7. i >I TO GILAM", GLASS 4 A A MAIL I MAY. 'L" Mo. PANEL LENGTH 6* PANEL UUMTH• A , I (SEE QMTION IT. FlAma LEHM _=,01- _. . .._� I --f- C. PM41L LENGTH III L. Im MAX -I v U.. I I ON SHEET 12) 1 m"Am" PANEL LENGTH (SEE ELEVATION 11 A PANEL UEWM _ . L I t (SEE ELEVATION I ON SHIM 12) PANEL LENGTH (SIDE lainklm 01 ON SHM 12) PANEL LDATIW TO E, r ELMTADN ON SHEET 12) (110E ELEVATION (SEE ELEVATION (j) a i ON SHEET 12) iiiON SHEET 12) q ON SHEET 12) ON SHEET 12) CIO N_ -SEPARATION v1__ TO CLAM L/2 q) -110 0 L/2 TO CLASS 9 of on. a. --SID -6-0 r TO MAU, To Cam L/2 It L/2 =uva BUDO 0 CONCRETE BLOCK a Ug cc C REGUIRCIL aglow ur W E(L t'n-AD . I[ E0. 1 2-xA- wopq, IIG. W W .3 PLATE 2x4' 2k4' WOOD 1 441 TAPCON AFOON REOUM V.4' PLATE ANCHOR (BEYOND)O.C.LATE ANCNM a 0* OC_ 0* Q , : 1; 1 1/4'0 PAMMMAIIE PLUS REOLIND 1/4'0 PARELAIATE PLUS 91 O.C.cc, all I RIOUN" /,"a 1/4-4 PANITLAIA11 P.4A 0 STAGMAED W/ STUD 9TA=RED W1 STUD --=ON REOUNIED PLATE DC /4 9 TAPCON ANCHOR at r CC ANCHOR 0 12 1/2 ANCHOM 0 12 1/2* O-C WALL MOUKUNGS JA WON 4A WOOD SCALE /s.,. I II $11 omm 19 4 is IN AICNOM rM 4. VACM IM *E*tMo MDUM" j OSCILLATIONS MID am WAR U-S" 'AgNse vAmm Am Fommm mm Mm= AK O*rATM ON THIS 3CHEDJV_ File 10. LESS TFW1 M"10 00 WHICLU KCIAX ANOM SPACING In ALIftYIND VM*M *ON ON SCHIAILE By THE nQUIONNG FACMM No INS OPERATION 70 K P*Mft.L PANEL Anuclal WFACM orQuall!) USM FACTOR SWU "M K LESS THIN MIMKM NAACM AWATIM) FOR LAC" NOW pNN«F rec ON 11411 104TIA.C. WALL MOUNnNGS WALL WOUNWO WALL 111MRnNGS SCALE 3/6-1- 9CALE 3/6-1" SCALE 3/8-1" LIJ ACHO Tat . ..... • W"m w0wl We" ftj 3 1 AA.&I fLORIOA BUILDING CODE (Non Ngh Velocity *Wj corm zone) r.F FLORIDA mLomic com (Non MI Velocity Hurricane Zone 44157 FLORIDABUILDING CODE (Non High Velocity Hurricane Zone) 3 3 as= 11,11m 00, W .2m TLmm fmc 24 GAGE GALVANIZED STEEL S7M PANEL to < o.r1 Oar am TILTIM01 Pit GALVANIZED STEEL WAM ft 1. INSTALLATION ARE ONLY VAUD FOR A.S.D, DESIGN Dom W. ATE came, ft 3 1/7 24 GAGE STORM PANEL 24 UK GALVANIZED STEEL STORM PANEL .44167 1. INSTALLATION ARE ONLY VAUD MR MAX. A.S.D. z pwm STATE * : -_ "' - GLOBAL PROTECTION (P�tg AND PANEL LENG`rRS AS GLOM MKCT" alm/mm DESIGN PRESSURE RATINGS (pe.f) MO PANEL IL GLOBAL MOTECT I Yr- - 11LIEC0.11C. "TE: PER ELEVATION ON 12. STATED 11LIEC0.11114. Wx LMTHS AS PER ELEVATION ON SHEET 12. 400 IFIN. 01 111111011 PRESSURE RAM" S ION PRODUCTS. LLC Pmmcm. Uz. PRODUM LLC- 5, mileff 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .111111 %#. a, tow FIN A- WK, III. 33311M)"I -T - 1 9 2, FOR NEW WOOD FRAME CONSTRUCTION WOOD ft1r- 001L n. 3331 " W '" ' =-- w`g 20-175 )�7B.& "Am'. MEmKRS TO K SOUTHERN PINE No 2, W1 SPECIFIC m►low Im- 01"An 20-175 MEMBERS 10 BE SOUTHERN PINE No 2. IN/ SPECIFIC 20-175 ft immip"I--ma. For 1141661"141611" DENSITY OF 0.55 OR EQUAL ft: __ I �~ IWT#..I c�mwit 2!• EM , W. DENSITY OF 0.55 OR EQUAL 04-0001719 < u_om?l. :F:-T K ow"a *` 1 UE14--- Pr KAAcAaAxK/W9 i - 1 PL 111AL/0"VIA04/013T __L+ - n"" ?" . i wom A. PL "W 14 v to WALFtif & yuft 0., PL I I-M sow 1. OF is CL SHEET NO. SH 1B4 EZT/16, Ez1W/1e,,R$ - --.-- - (SEE SECTION EZI AS ALTERNATIVE Cities OK SHFET 18) --- - - 13 4m,.'-.-- 4n un /11x 1' Su t/3' - OF (/yC/1 ENO (� /16•e "Whair" 6' LAST PANEL(D TO DE INSTALLED AT EACH ODENING SWLLI. ALWAYS BF. _' 1/2" O O O O O O D O O O - T- - �I PROVIDED W// REAR HANDLE TO FACILITATE INSTALLATION if- INTENDED Z. TO Sr. INSTALLED FROM INSIDE OF STRUCTURE. NOTES sox 'lr (--T--E'-T 1 0, "" (1) 1QN0f SE PIES 2000: E-Z FONG STORM PANEL SYSTEM T (END PANEL) (INfEIEY)R PANEL} (ANTERIOR PANEL) (INTERIOR PANEL) (ENO PANEL) � 1 AAx �TNI C 0i PANEL + Cont TRACKS TOP it BOTTOM SEE NOTES 2, 3. 4 I I I SEE NOTES 2, 3, 4 6'-0' (7)ENO PANELS SHALL AlW/}TS BE CONNECTED TO BOTTOM TRACK 1MM OTHERWISE A STOP BAR (B) SFIALL BE PROVIDED Al TOP OF SUCH PANEL LENGTH PANELS. SIT AARIA P.A.1 (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION • • + • - L SMALL CONSIST OF I/4=a-20x3/4• MS W/ 7/8'410/32" WING TO P/NRS W/ 1/46-70,1' ' NO OR 1/4"re " ANn. THUMBSCREW INTO TAPPED BOT10M ON OF FASTENERS IM^�E AT D71iEft OF TWO �OLSECf10NS OAPPUtA%E) I FFIAMM �+ (SEE 1 A6 EN'TERIOR MT OF . _ . _ _. '_- -i _L. _-. _. _ ._ L.,l�._ L..11-L_L1 Or �. +L' (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM T TRACK (i a. A STOP BM IS ONLY USED A, TOP) AT LEAST TWO -�"TTTTT _i _i -lid 1 JAIf 1 ZM1 (1 l 1�T l I PANELS SHALL BE CONNECTED TO BOTTOM TRACK NtEC SPECS N INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF R PANELS TO BOTTOM K Wt OCCUR At ANY PANEL LOCATION. JJ_L JJ_LLJJILLJJ_L�JJILLJ CL1111LJJ_LLJJILL,J_LLJJ J ' A A • A , + I' 4oa i_ six "M 4 __... -, 3- Mall. " IAIn '.SEE 1. Saw t INSTALUTIONS ONLY VALUE, FOR WIND i �.../® ,gFtt 1�N �0 MDrC ] 3 5PEE0 UP TO t70 m.p.n. �� . -iM SECT" EZ1 a ALTEWA"K UIW ON SWEET 15). _ _ _.-.� EZ1/16. RP­EZIW/1B TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(71) SYSTEM (t) ;. SCALE. 3/32""1" NUr .V 2.ea7'(WL D.E1eIr _ �\ -t VOWtfaLLY) i i/4• ItAR. ctr T_ SECTION A -A V0,111II.IN,ty,, SCALE3/32"M 1' v�.TE,it A. T11 FLORIDA BUILDING CODE Nan High Velocity Nunlean6 Zone) . 441BT nt03o rANLIx "'' 24 CAGE GALVANIZED STEEL STORY PANEL �F'I'n.. 2 SIT / GLOBAL PROTECTION PRODUCTS. LLC. w u � / iL ECONNc� �qL STATED T n . He 'Ili a co.mANY �P1 �.� L. �n1.13 '% A2DpID 1,`.,.';. .« (niin "rr" w.oMc t4'l1MM-,w PAX La.aw-rn, 20-175 S A••' ,... r r ••••• MM ••_IU-OI141]1e•", yrryPl IQ Iwr el••MD eM �� ntllf1111 t RFI,ILn A. nll.n . I P r elpl 1 t IV Ie ENrINEEF4ING ENGINEERING EXPRES6ri, PRODUCT EVALUATION REPORT S•ptelnber 15 2020 Application Number 17869.1 - R2 EX Project Numtter 20-31W Product Manufacturer All American Shutters and Glass Manufactulef Address 1540 Donna Rood West Palm Beach FL 33409 Prnducl Name a Description 249a Galvanized Steel Storm Panels Large Muoul" impact Resistant Scope of Evaluation: h the r fFlorida Report is lost ,ssusd m accordance with t e requirements o the F This Product Evauation Repo rip et Department of Business and Professional Regulation (Florida BWlding Commission) Rule Chapter 81G20-3 005. F.A C for statewds acceptance per Method 1(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, fol the purpose intended, at bast equivalent to that required by the Code Re-eveluafion of this product shall be required following pertinent Florida Building Code nsxhRcaiinns or revisions Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EO( drawing 620 31543 UtIM '24ge GaNamzad Steel Storm Panais, (HVHZ 8 Nor, HVHZ) %hems 1-5 prepared by Engineerirg Express, signed 6 sailed by Frank Bennatdo. P E. is an integral part of this Evaluation Report R TEST REPORTS with standards i lost done static ' r 'ha I performance has been lasted m accordancew TAS 202 test a Un st M uc e npa Pi' islands) BBT.ASG 17-001 by Bllclwalel Testing. Inc Large missile Impact leslstance and cyckc Wading performance has been tested to accordance WNIh TAS 201 and TAS 203 Past standards per test Leport(s) ABT ASG-17-001 by Blackwatel Testing. Inc. • STRUCTURAL ENGINEERING CALCULATIONS Sl,udural eng ne 'Ing cakulahons have been prepared which eveloale the product based IM comparative and/or rational analysis to qualify the following design cdena. 1 Maximum Allowable Spans 2 Minimum Allowable Spares 3 Mmunum Glass Separation 4 Anchor Spacing 160 SW 1211 AVENUE SUITE 106, DIERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(666)396.9999 TEAM 9EArGjM2ERINGE%PR1SS,CON ENGINis 'INGERPeiii.com to ENGINEERING Page 2 of ? All Aftivit an ShuNers and Glass - 24ga Galvanized Steel Slonn Panels No 339E Increase in allowable stress has been used In the design or this product. Separation from glazing is not reapred for mstallefiorts outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance ties been demonstrated as evidenced In previously listed test (eport(s), and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to festal wind bads as Indicated in the span schedules) on the respective Product Evaluation Document (i a engineering drawing) installation This product shall be installed in strict compliance with its respective Product Evaluation Document (I e engineering drawing). along with all components noted therein. Product components %hail be of the material specified in that product's respective Product Evaluation Document (Ia engineering drawi ng) n4) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I e ergin tenng drawing) as noted herein All Supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed uI This product's respective anchor schedule Host structure conditions which are not accounted lot in This Product's respective anchor schedule shall be designed fix on a site -specific basis by a registered professional engineer I which I InstnaM %hall be protected against corrosion. contamination end All components w c are Pine sell W fe Y 0 D other such damage at all tlmes. This product has been designed for use within Rod ontiude the High Velot try Hurricane Zone (HVHZ) Rc.pcatully. d9 U ' AertN.N,; Frank Bennardo. PL ENOINEERINO EXPRESS.° bPF00416549 I Ceti Auth. 9883 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMOENOINet AI ItGE%PRE53.DOM ENGTNEER3NGExPAESS.COM INFw'irrv. Rua - 13ra'P.\�:W . -tl YK _ _ r 4 .NL x a V.•il.'inLL •. " ��•Rt^.rule -My�Y Y^-Ir Mr rn.. -c-1ur• LANs 4 nP 1 T� In E y 1 'ViR^• T IM4 F - iw > G' r Ira Y rf " vvuLALL V L• AY t�]4"v ^H.Vt k rRL41: H= "ITJ' r I K YIL rrr_U.IA ,.Rp Nrr. U �J1I99 �NNt an T IY i1F Y 3f�t1 Y. :' e N T, : rN I � a" ss O w33 1' +v. L A W.n /. ry T �" A`¢$' U ®qq 4 - We - 1 n aals,z>., .rile a•: w =J W i •:a+r, F p6 .D LJM tin .; -rnlr - , �` '1r'ff11 A - 1 � a2r IA T c)h F �r. •'.'Lye 4, � ry 1-_- I, -T xN T_N E) u•.' A'.:sL .xI - - .DDO` _ -t u f r', e ruse N yO uAr-H'•L7 a F W / �D11 ,antFM,• .u!.3. -L•F �:: s. QyM M,•.•iY1!n'.MT. r •: 1- alsr]w r . : j rfnE6l+, h'It M: - ' W11 711J{L aTI': .S :il NIy IJn. f Nx,J✓F y.rr7 TAR . �') N < AMOUNT 9ECrtON A .. vllTMl 1 ` W 'w ffi 7JLiN 'T'T /�, II �IIxII MAMA M•i:INln 1 I•'n r!'K RwL N4_W"1]a^ LWI i•1-- '.X IrnMNSYLL Ud' < 9HtfCc tic 3- Ir1L111 rn5n n.., ru'L' dui 1 r z•s •r '4 ux Ivat� nN. _ >E "' X�11wAu eUNr _ .•f I l:rn s-crtOn :•rntJrru w, •,n-,rl�•x- -' hf v. P�;Q rtl}l - JHl... aWG1 ur •.t ii '.-WL4. Tq '.w..ulwl lc ITJJ.I'. 3�7M!TI FJA',M YN-"14_ zQ IAA,. I Ibilel�3?F F rn r -',. r'T•"v L •I,.POP . k"t ) _ s W:NU Ti"�'•• M' �L Y. x' f P LT1 i "Y Nr M.1 All lJJ McNrrtfnN - !W=' .POHI Wl,n ixt ITFtL_'Mf].aTI IYW. MAYVMw LY - a'c aM1r. •,Ter nA.•] W T r.:nr,R y. Fys V X Q nA`I:x., Mp IMA,1 R.7Y` W> MI"`4 4i . Jn o1 M1 n 1- J Gl A.5131 x: )„1 L 'IIIL--' 3gT: 1•Mt IR yyp ,rY 1 I'•^ • I �' rP.nHw 11 ''31MwiIPi. IYb n r::tl 0••9•.Dw1=m:, r t E a F .� sr i IL p r r71c taut aLUCrllal'I4N�EJ I-,ylt•, S f` M ',;i-Jw � Awe ,r•„.,i. L +�'Na'nc �� ., 1. 1EnxnaalA � v !TIE, lIAL LILECiD �Nf. In•''IT-H", t�i, C1,i^o,C•M1vYi.Ct_,r9ZLl.A.N,.5L, EAIra�,vry<.riTYI"":rT£lr'xI tlAn.v'.wnr •lP- Ia�],N(re•xN '1",^r• TI v $WrI1■■1Uarrr4MN FY,PI' (4IMi H.w11;4 TIM 20-3154W�3m,l DPF -_ A""k•It' PAST D••LRIn3oNy I.III 1NIPt10HAL TOA•g01TOH CIIYyU0.F O_TAa .AM]LI INJ"V it.�. �T,Y r_•.' y�ygT]1r-,r- n �IVJ M.L fN ( V n l.( Pilo ••' /� - Usen P. 13N.k/n14H:1 HRRV1 :1 (RI J INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL it) INTO POURED CONCRETE, CONCRETE BLOCK AND- WOOD STRUCTURES -Qf2M F'pIIIED CoNCam 01Y aIDCK_ANCHOR l,.v rADGdIREOUNCoNtM • 12. O.C_ l/4'B IAM N �' .114at' HEX HCAO TEK W000 4r,, 114R1• HEN HEAD TD(ANCHOR • ItO.C. / SCIIEW W,�/•TRO4 EWE0TL3 ,/tN IEWNEDr 1 __... - 1 SS qKe - T A, 4als • II " fA I/AIeM - II I -) e 4 1/.1 4c� Y rIR e _ - .i 1 /2• I • � 'N- SEPARATION I -1 G O al4�R TO CLASS I 3A/LUMNU M POP am) Ae6E E I' Min I G ll3�Ip��Y O OlA1nT+SOU. .-t NUM •IPOP Y RK'T -� M•6T I 1 WAX. PM&L MAX. _..w._.-___- ( PANEL LENGTH I I r0 GLASS. I -Q Y 1• Mk �`r0 CLAW - T141J VFW I E 4"0-2CN;,2w or 0 ir ,• �. - 31BA Ly - ) % �/ II 1 �i 1Y 0.c. I/4`/ TAPCON ANCHOR • 12' O,C [%KnNG POURED CONCRETE OR l I f 11'A4" 'POGO 'i I { I �R CONCRETE BLp:N -J:5 ._ .' WALL MOUNTING RFOUHH D WALL MOUNTING SECTION E21 SCALE 3/8=1- ALTERNATIVE EZ1W SCALE 3/8-1" ) NINHnIyIIy, r V,.•' ✓ EN$f-''•'9 RORIDA BUILDING CODE (Non High Velocity HurrIce"* Zone) ' 1. INSTALUTION ARE ONLY VAUD FOR MAX. AS O. DESIGN PRESSURE RATING ♦/- 40.0 P.S.f, AND B'-0" MAX IN MIN. PANEL LENGIIi - o. 44 SWILL BE 2'-6' *: ; 1'6' STATE "ffJO "'i0' °` - 24 GAGE GALVANIZED STEEL STORY PANEL rr O-'�' •" / PANEL LENGTH. FOR WOOD -%O - --' I L E C O m e; GLOBAL PROTECTION PRODUCTS. LLC. .e6R sr / +1,IQ 2. NEW WOOD FRAME CONSTRUCTION: •E,P 11• ►. .a q,Ir4NM •IYL MN• Owe. n us'. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC .A iy S R::. (liFc�.-ww r. , ate, m..RN M+uR. Iss.Me•-,Ma. FM (wXr An, 20-175 DENSITY OF 0.55 OR EQUAL. utoMAAL-JJ cyM"'�'��" •. oR.A"'m "^' IWl,nl w F 1 a_.,tFL eNn 14 a le NLL IK oGYN•RD0 1 ALL AMERICAN SHUTTERS AND GLASS MAXIMUM AL.LUWABLE I;Ly'k P MIA ML,U S 24pa GALVANIZED STEEL STORM PANEI S (HVHZ & NON-HVHZ)DESIGN PRESSURES: MIA -o-rY RS NOTED IN DESIGN DESIGN NOTES: SCHEDULE$ a WIDTH UNUMITLD POSITIVE AND NEGATIVE DESIGN PRESSURES CAoMALCULATED r (PERP, TO PANEL SPAN) EPIRA7WITH EE SINT�LIINHIS G SYSTEM WITH THE VER �7 n Gpy�I(MNG COD2 pftFSSURE REWIAEMENT3 AS DI TOP MOLINT (CONN DETERMINED IN AAAA CARDANCE v!(TM A4CE 7 AND CHAP�gt TYPE AS P='D) Brat. 1609 ET THE FLWO(�OA HUILDT CODE SHAD 6E LESS THAN w11i = CI 014 EQUAL TO'I`He P061TVE OR NEGATEV E DESIGN > ?--- OPTIONAL G"-20 STITCH DA E'.- CAPACTTY VALII ES LISTED HEREIN FOR ANY -BOLTS UTS STISWASHERED0 ASSEMBLY AS 6�H�O�WN. � m - WIN(iNUTS F75TENlJ] O OVERLAPS 0 MIDSPAN (use GENERAL NOTES: 'y APPROPRIATE SPAN TABLE) 3 7 f pig 1. THIISSPEC IFICAT10N➢HHM BE MgI DE910N� AN06HALL DE FASAICATEA IN q W F FIAN VIBW --A-R.-20 E FUPtU6E INS, µo ounlDE0 171�IF N�IRiGz DER r'� r�l 'D O _ ( EO�t{OF TAS 201, 207 AND 207 TFAr FROh00LS!:'0"0 10 OR&HALLINVFSrIGATE - AND Cp�EORI1 TO ALL LOCAL 6U1tD01G CODE ANENOMENTS WHICH MAY rtl APPLY, DEASDHCRIYEMAOEYOND AS BTAM NEAEIN MAV REQUIIP Ln �171 "LAG 1�. ADDITIONAL SIT -SPECIFIC SEALED ENGINIERIT4. a P DESWNN OF 7111 51YSTEMAGa IN Al1D1gA➢I.E bTRESS nA5 BEEN uSEU IN TM6 !, THE ARCHIYKT/F I:" OF RECORD PIS THE PROJECT � WPER51ri11CTURE WITH WM1CH 7N16 DEMry'H IS U HE SHALL Be AeSPOTISNL7 FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH Pi / ( 1 WALL SECWADINPTED BY THE PERMITTING CONTRACTOR, 4 !Fi SarANATS srmsvxvSc'sDy.E,o cnq{MeelunG SHALL. x RYpu Paa m LNOMITO IS 1. RIDN LDADL OEPIlCnI)♦JS, pit SPAN tE7A1Ne0 $' N (7TTDM M N i 1 TH1 A RM _ N OUi T \ MEAN N. COMTALT 6 ENG)NEE FOR 4LTE Tt SPAN ULTT10tIS AG ^ (COf3N TYPE '\ I MAY Raa`%:1E(D (n \ I Ili¢ ION F a DC1'MOF r1 Srrr 191 G¢NEMC ANO 00e! NOT IRONOC L'i INFORMATION FOR ASPFUFlC S3TC FOR SIT¢ CONDITIONS OD•L'IIFNT AEON W 'Z ♦ p,37y THE GOND71TON6 OATMLED NNE1REAR ALICCOCUMIRIMS CIS OR RE�TER¢D ' AAY BE AT r•/ 41MMIDICT SNALL IRWAPE SSTs lPkCIFK DOCUII•NT5 FOR Ufa IN zy A BOTTOM `- CON3UNCTIOM1 WITH THIS DOCUMNI 0. DESIGN PRESSURES NOTED HffN ARE LWO ON MAXIMUM TENTED = E69E9 J T TYPICAL VERTICAL MOUNT ELEVATION PPMWItR DIVIDED BY A].E SeETyGF�AECCT7OERR.g �[ j N T Fr SLEWATTON OTNERW79Ei��ESS5T�EPiEa SHAyLf ECADMIUM-PUATED DAIVID�OTTIHERW �t10g1ED V% 3 6 •+ T POP ALUM INCORROSION UM SurtLUCTIsW AT SECTION 3 BY THl AgLUMINUk1�PASENSICS EOnNO,NS t<ZEE •3,, Tye+ y INC,; S ANY APNICARLE FEDERAL• _ AEQD1 -- L1CTId1) STAT.AE, AN07nR LOCAL CODES, TOP F%%M BALL STnRAPANEsr24T ]PAR FSNALLFDRMTDSRB "0024 (CCNN TT • nD r MN[5%MALTCgIASINIAU6l3 '•lyy (SPAN ABOVE AM.MMFYL-W AUM INEATRWONaSNLLB63•T6 NUN /DY. UNIP6s NanEr, •,) OTM ERW26E. 11 TORN 1 DLCT M PRAMS S NAY MAT BE VERTICALLY nINGED AS r1¢LO CONOl7IDNE DLCTATE PAYEES N♦V BE AWNING VERTICALLY OR _ MORIIONTALLY A5 APPUCA6LF. J WNT IS. CdVCREre ANCHORS NOTED NN1E7N 5NALL6E •MBEODEO TD Q j a (CONN TT NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER $ AS RW'D) MAtlUIWCT Ty AS RECOMMENDATIONyy. Is, THE CONTRACTOR 1s RPAPON61l1E TO INSULATE OR PROTECT ALL F N T a MEN F 01561 I .RNA ETi1Att TO PREVENT 61l?C70. VSIS5a H LA DL 8 .tpyy BEETS % D ACT OVA' ]' Vi i S 4, ENOIN ER EAL AFFl E HE L3DA7E5 STRUC RAL DE5[E+T'3 A6 I--0B6T13(1CTION R[p 9Y 77UU F 3 SHOWN ONLY. USE Of THIS SPECIFICATION 0 cgNTNAC1tiN N, IL L(%Afi MAY VARY Z I ON ) W < M tN A SOIVEE N RMl2%S THIS EM EW F 5T AL q qq rf qOE N GR A qM ON LO a A13E5 N $ � ANCLUDINO LEGAL FEES 8 APPELLATE OS RSU ION P FROM pATPRION Yq SF'u 70P MOUNT FA.RIUTlON, 5yST6P1 ERECTION, 6 CONSTRU[`T10N PRACfYCIk 6EYOHo FIAT f nU tC L L-KH IS CAUID MR OY LOCAL, STATE, 6 FPDERAl. C006 O 'E ft I� 2i (CONN TYPE OrVAT10R0 OF THIS PLAN. E AS PEQ'D) 1s, FxCPJ7A6lXPPP$SIY ApOVITLa M3REltl, NO ADOIISONAL y e�! IL CAP71FI[AT]ON9 OR AFFIRMATIONS APE INTENDED, C ti E 'ALT•RATIOVS AD US, OR 0"0 MARKIRGS TO THIS D Inat vi p Y _ ARE NOT PERNITRO ANb IfN0120ATE Tn1s 12RTIMU710N R e Lmex 27, FANEL59NALLOE PERMANENTLYLASELE9-WITNA MINIMUM OF(1) LABEL F BOTTOM MOUNT (IDNN PER AWAY 1 D FFBT CONTAININGTNE FOLLOWING INFORMATION' a•( R �� (SPAN BELOW EE YTPE AS RFQ'D) OBSTRUCtION) W3aEST P�,1M6EA(HH lRSAnD GLASS 1•PNELS MAV FIE NOTCHED AS REQl11REO, OPTIONAOU1 -20 STTTCM TAS 201' TAS 10111. TAMIL 203 C rN•,ulaw�tl PRCZJlDED THAT CONNECTIONS AND BOLTS WITH WASHFRED A UNA. PRODUCT APPROVAL NUMBER AMX:HbRS.AAE U5F-D WrICN ISFY wINGNUTS FASTENED 0 20-31543 SANS ABOVE a BELOW OB.STRUCTIONOVBILAPS O KISSRON (USE - APPRORRIATE$PANTADLE) VISIT SCALC.101316tS ] Sf IN - --t VERTICAL MOUNT ELEVATION A L F;R9 MCe NnT C'-0 . IiM.. ,A h-rN r>I[Y14',1 ,[,� •C 2 NOTCHED PANELS PaeMMA�xNa nAH.raMN. A•fAaCm a -- 1 N 7 5E-VATIOM 1 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: MINIMUM� MPA tit PARAI IO f Sll]R NU N ROM G1/1S5 (HirtS, Wide WINE 4 a EssENTALFw1r1TEs1 I MAXIMUM M U I .-. DESIGN ;PRESSURE ALLOWANCE INSTALLATIONS INSfALLAT10NSlA5 IMSTALIATIDN9 R F ISPAN Itm1.1 r"AN 30' ABOVE GRACE THAN 30' GRACE !D T 190EM 6116M _ABOVE 7_Ib le 1 . 3s I 1300 n 6 N -+- _ i 216 n •/40 Ain _ 8A61n __--- _... 1 V4 170Dm 6Dbin 2.15' n .• S6 % 150AM 6.06 Y1 1.36M '. N 6M l06. 6tM _. _ ).iA I-- / 1a91w •_-._bale i BD91n 233. I .!_�_ 4111, /-.m PGA In 2.9G In 17I 2701, 1 6.13W 7:94In 3NAN SL:FitUULt NU I tS: 1. ENTER SPAN SCHEDULES WITH NEGATIVE N i OFSIG LOAD PAN FASTENER PACING O a 9 5 DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 1. PANEL FASTENERS- ARE E STUDS USED IN CON7UNCTION WITH ALL MOUNTING EXTRUSIONS ('F'-TRACK. STUDDED ANGLE. ETC.). USE 6 ZS PANEL FASTENERS SPACING VALUES FOR ALL'H" - AND ' '-HEADERS (INCWDINO BUILD OUT CONDITIONS) 3. UhYAR (NT OTHERWISE U BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE ALLOWABLE ALLOWAf SEPARATION FROM THE OPENING TO BE PROTECTED 1. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE MW HIGHER LOAD. 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACTLMES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PR TENTED OPENING IS 01001.110I `o m MINIMUM ALLOWABLE SPAN SCHEDULE ® GiE/`r�iEti/tLii Ear IET�OtLiEEit;:i �T•""�' OIt'iQa©P-��EIiaEiiQEu7'. .. a��a�� Q✓il�f.T���'" I • ��� • ®®© E170P.7Eii 0®T�it€J �L•*•N"11 F�iEEi7Eii1m7�i®®E.'lE�i[':r�i® .1Tc tl K. Z�- r+ •u 1 M . i•AOW.;r•No� 41x IT W5. OP OR wrtOM N4 U . +t ., w r r0"�E NO'rtO 1 . M n><e+TAtx1 t NO SAP.M]ION FR Achi wl t5 rAce1ME0 W+RM1 HMrL ikNUtN ra I:VL.rFA nMr, MAT M1I/rHI iQN . ].N, IMnMG Ace.ISfMCriV COrWrAnPN l NWnGL9&IA,"A.RVIA•D rrR+. •it WIIDOUIlln-. INPARE fetal WINK1 .,(t MI5MEI IYIt W n N WRINAJi .eovxnM6 GIMi01.1QNV, Nxglllx[D S1P.MTIDM1 FROM OLA56 Sw I e• x,A 11(I.II F f II•tln PI mDOtM::4. tw1rF n. wit NA+]lmr.+pcaltil •'R..u,,.IAnil', ♦NOrH wrN LANs. YAS I: t'UA. SU rCIYCH • C wY M N;pHV,• ( wIJ.1 W fM DF,uWALS'E. MTLs )wN chic I10' ra oFnf].1., for ;:Tr1Mnn; lMr DeTyl 'r ,, „Tune wiY -AILING a^wonloN $„own IN e•.IAt wlNr4•, LONAL INTERIOR FASTENING DETAIL R x LIE' , x.lr lrxlnPl AWACENI P.Nn •+u afe, tw ,1Mu N- DI.. "0"NVr1}.w WMED WIMON.n I t I K -tpc "Ierlll iW i NF )C11 W W RA / •.SIN D F 1e wIMDNVI • I a6 • O,C. V`9P CYDNNSCTS efn10N MOVNI vslox ro y„Aam rAMMI IIOtTOM r'R1uW N Alge,TYPE y � 4, CVIN T.w AS AEO I, 9T ryf 'npp rF'r // WNIIMR OF-11ME IM/law. INDI'.h pP `� -` VALUE Gilt. IN A lcaae WROA,._IN. ;rK'1RO7AalA, a It- " ADI.Cew 10 men nAIIEII M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 9eW9� Ego i rill i I PP.dI .,.� 230' o.Dls^t4w o:°9°Bo' 22y�pp1 � I lv vN 0.094" •� 1.a g780' :0911�,•r L:cf v.x r0.629" n 1y9�.IM{ i�T.12tl' 'TYP. �^ In TYP-T0,3 0.0193a° 0. 064J'6 T0. 174" 2.000' QZA20° -( 5.000^ -+I 2A00" (- TYR 1,180" =a='N' NEAOEg �IR1RA•-OU, •u" HEADER fj�!�( _ �f,l-Pre EL06URf ai111N,L1E(9Lj,_ x,( W $v121" lY'- �'U" HfAOFA L27- 79EN1 gj v gyOF w 1.St0 1.960'L-Llsdo^ 810 3.360" MA%. 7t 0.376" 0.313" B, 1 0" uj } i 0.365, 5" 0,51 0776" d, r 11.S0O'PANEL COVERAGE L� O,t79• 659` 0.19� D.65S" 0 � �4 G' 0.150" US 14.875' PANEL LEN m Loa 5D''1�aSD'�'QT_�ODIEcr10N . O.D6531.Z56.1-O.WJ-ArT7 O.pRw.wwu 0T 273 .3l! �0710 R013S '3�• InTye TYP & D.o9o" 0.7DC D.957" (A + MALMA=%?'r AMOII �.'F' ,RA[k ,r„'F` ��� J i r•p 33]� ` D 376' 6Sr Z •s• .,Ilowwrta _ -s' '+► LEO M1 } �a. 1Pn I5 rII MA, : � (nj7 VJ i .1W. IMY.-r ..LllY, F+--3.000`D,12S' t Ra.11BED W tuettla Y..t'i.:AY '1NADI tIXID10ED1 riSld (5` 1.000 1'!ti.0"D1Y+•OL JYMDI Z, •' F OVERLAP ' 7 Tx.",Cr)W '� N 4" MAN. A fLS}1NM_LTlsl,� L J _ 2Y MAX. r ' 0.196" J air N::9•xAarf ' - ,2S MAY. Max. Of 5 u' 4 r7-Nr •:YI`ff T.na'or•Iq,.Y nix W G •a-nu*T o-. 8 - T U11D W DI �wxr w• .N ­W, w s r .tit vi c... . n Aaerl DISTANCE YT 7 r r.r 1 Is]IINI (3lFMIFr 11hIM1 111W11 r r � u =I• h\:xP PIP >=4U 7 lr' J , .cArrt.F 41eD19EMBED ru n:IF ao�ysi`a°�,3.1)2Tr ,MAN,/LN ,nnI MUNMI,a.25X V -1 MIN i.r t e MIN . I. 9t� ... ".Tr. LAL.41,c;r: sr.[AIR -V SI tl.t.I•yL iS00' E -W 1 ra-hip �: rY,•, 11rMAX. " 1yb'ela:•N ALJM. MIN IDpp+ lJf '•-' wx -YT. aM• P<'iTTnT ::M'N"" � 'I1 eM'Al �CARNE0. DLTNL s _Y.IIa'1 a^t da•1.rJ. r+w'1t e nD51Ra Eh1BED .* mlrra a'x/rM1 •FY•h1 A1KI'A f/. TN• !6� [ EE1 /I TRAo.LIWNt Cl06U11E 0eiAa n'f1iCT..N � FA.NAS ANCHOR SPACING SCHEDULE: 24 GAUGE PAWLS. PANEL FASTENS R� 9 1.2 5• D.C. 2.3' EDGE DISTANCE _ -1. .( MAR arOW ANCHOR PRlaella• T"I PM AN 0'- 6A. Ur -0' 9PAN T -f 10 P Y COM TTPf C1 c2 C3 CI 4 aNIN fY►! C1 C U mum TV►E C2 Ca C4 Id'.&-WW DIDO UWALT UITIAC011 4/ A! ]2.5 160"147' 99" 12.5 36,0' 10.Z' 6.6 25" ll D' 9.1 ILT" 2. 16.0']l! 0' 3 .S'16O d.3' 5.5' 12 T' tax T,' SS" SZ 12.5 i0 1 1 !E O• 9,3" e ' S" ¢1 13.5' Is ep SE O ➢ 1 9 1'• 5 1' 971111 E S,1' 12 5' D 1 .1 R 16 0" e. 3.41 1 e,S 160" ,1` 54 125' 6,0 61" S.A' 129" ! 44W a] A" lies 1= I N i I3 DCWAST ULIRACON 41 lMY-K ,s 52 tl-"^" 72 it 6 16.0• ]a • 16. LY• 1 -! 1 a" 1511•' 11.0' 12 9' is. D. I! " 10.7" 1 S 34.0 14 9" 1 .5' - O l2, 9 6 0" 1 A 12.E le 1•. 31 1 3 1Q.0 ll a 9 12 5' Ie O it M` If, 12 S 36.0. 13s' -11-F 11 ! 16 C 11 0 9.A 12 5 16 0' 11197 D. 3 3 9 I6.0" 11.9" 0. 9 1 " i S' 1•,0 1 .9' 0.5' 3,5" 1 t 1 6 D' 3l.➢ D.3" O I).YI/R'rMNFI, is M.4-r1T600rin f6T 4 i Ixv..v:... t ci AD ! gk3tWP' ! 12.1 SLO" 76.C' E 6 5 1 1 7 t6 x 17. • E 1 ' ]41Y' e 3l.0" S2A' 4,0' 7L6 BB 1 2.Y" 10.0' !.!" 3 Loa„ it S 2: ' 3 }' ie.0' 136" 1eA" 14.41, 33 Y 1 )y 12 5" >d a- 3 •3' 14 tY' SiS" 1D,6 II S" r' 2 9" 11. 1a,6" 1 l6 0 32 !" ICO` 2. ' ! Ip.6" 1 0.6" 1 5' 1 •• 1 . d" 1 r ao 1t.a•' .e" 1-r 14 r M' rMNAU 32 IIFWMI nAeHMAIr 41 10 X 63 7LILL 12 7 12,T 1 la 4 fe.0" 360•' 1• 16O i1! 1s D 12 S" 1 .0" O 14 119' 1 A 117" la a 1 O 10.0" 114 il.T in O' 1 A. Se " 21!° )" 11 7' lO 0" SS.T 13 4" 12.5' 6.0" 14 3 a 3 2.5" 36.0' 193' 11 2" 11.5' 160' 15,r Sig' 4AF ' S,I n ., S e 26" EDGE ar*TANCE g D/1••t1,M CRom 73 DI 11.1 IN,'UN .1 9 92 72 r•f/a Mu H 3D HFWM r 11I RAP, N 41 40 62 6.X •.2t ass eat' 11 S' Sat' 6,25' 12.0" 12.9, r.1• a " L 13.2E 7 2!" a 625 in W: ]:!" T]• 1;S' 144, i,1^ D' ads' 15.61 6.0• 5A^ 6.25" 144" 4 '• 4.0' 9 12D 46' id" IWI I•lie rNNro 3] NW" TWON 41 M St. %-S" ITS' 3I- 3a' 1' 1 ,•• 1 13" 1 aL a 1 Sa.T •.3"- •D" 4 5 32.Y' 4CO' 6,25" 10.7' e, O' a2S' 07 4.1 4A' & S CL' B 7' 411. 0' 6 S' 0 7' 1 1" .D" s 35" IMP 41" 4 " O 114" r, It- ! f 11 3 ALL fOTIrra SOl10 BIT 4 i 40 ti �1I& 2 1 9 ,N U.1 1" 19" 1.3. Satl !.1 4 ] 1 7 i T' to 1` a D" SZ.S' e0'3Lr A1` 1 5' ISO R' 0." 1,5' 2 4 7 9 100 76' 6.T' 12.51 16 ry' 9. 7A". SLI ]6 0 7.7' 5.2" 12 S35' Tzi 6.2 LY9 110' ]7x al 1,11 160 IYS 11 7,1 16.0 .7" a2" 62" a I .r•114•FNe s� f S 7 3 FwM rANH MAT. .l 1 T 51 IZ L2 .S 64" 1e.c SA a2S" 11.3" 4,4" 4.1" 0.2!" 41'. 4,11 3' 0" 0. 4. 17" 12 5" 17.4" 12" 4.9' 6 5" 9. ]" ],6" 3 " & 2 T4' 9.2" 3.2" 6.3T' 6.2T• IA W. 41" TV a.35•' e. 3.5" 9.1' 3.!' 3.3' 5.2s" Site E/4- mOE DISTANCE p MAI aELaY AYCMOa ►a�1YR[ E /W tiPAR Ile Inn 1.r a 11 P- MMN IN' III la IA CONN TiT! Ga11N TiTE Q CS U C4 M L C1 CI l CONN TYPE C G3 CI 3 C3 U4's7'EM 3 3 IM 4(. rrw 41 ff}}��MM�Lk��MR�� 40 tl---�ttt"•"o'twr 52 72 1 60 1. 60 3M S 1t IG'Q' 16P 7L 11.511 s0" a 6 6 12_S 160' 160' B.S^ SL.Y le O" 14.7 6) 12.T' 760 34e' 9O'• la ] 0' 160 7.3" 12 16,0' 14.7' 60 12.5' 16.0^ UP? 4 50" i1 129' lfi 0 L6.D" 16.0' 14.7 6 0' 32 a D" .T' i2 ISO" 16, a' 1, 7- 6 p 14 7' e.0` it t' 3 2.S' CIS' 14 T ..0" le O" 1 .-r' cW 4 p W.. vy aCCl 33 5. WOOD rAE1t 41 4e 52 72 12.5' 16.0-' 16.0 301 12.5 36.0 11.1 i.Y 32.1 140' 20 e' 6.1" L2.S' .W is lE 1" 1 .t• 6 2 160' ➢.T SA` LS' 6 ' 97" SB' 1 A L2 5' I/Y La S' 1 0" L 0 6, Stl. 0'11.7" 0" SIR' 7.0 S 17. QI" S1.S S 6" 25' 16.0• 160 %0' .6 1 IS 16 6O• 9 6 ) 6' 12.5 137' 12, T' b Mal 9, ' S 6'• Mal 0.a" 1a" 6,0' 9.6• 5"6" g 371 ) L- !4 rneLD 33 ,AP,.iIM'rM6' 41 40 12 71 12, 12 12.SI Su 0" 160" Ll.]' d 11.4 12. 12. 32.5 1oA 1 36.0 ll 91I 2.SP 1 S 12S, 30.2' JIBBB e.R' 9.2 lisle- 41 LZ S' a .r L ' I40•• Sa " . " 9.1.' 1 e0 12.5' a2s I6.0' 1aG 9L" IS 12.5• ]2.f" Ia0" 9.1 ' I. D 0.1" AI I fir,0 xM.1 41 WOOD "Panic T M '1� ,L ILI- 24 Dr. V0 !,•" 32.3 " s" 4.7" 4.0" 6.25` 7A.7' 40 4 D' 13" 1 1.0 •3ri ]zr' 4l" A.0' aTr' Iz 1" •.," •.p' DES^ - a3.]• { t" 4 D' ANCHOR NOTES: SCH ULE A ES to P OOuCT6 FI IN UT PROVIDES 1 ANCHOR EP PPLI 1 ALL R LERTt EO HEREIN, 9 ONLY MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED I N SPAN SCHEDULE 5 WELL APPLY, 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EKI%TTM STRUCTURE MATERIAL, B ANCHOR TYPE SELECT' G LOAD GREATER THAN CAE AL TO NEGATIVE DESIGN MA DESIGN Od1 LOAD SHUTTER AND SELECT SPAN GREATER THANOOP. TO SMUTTE0.5PANSELECT CNNEC77NMPEESEDONAPP10RATEM3UHNGClMITLgV(BEEMOWNiIN DErAI 5 ON SHEET 2 FOR IDENTIFICATION OF CONNECT ION TYPE). 3. `PANEL FASTENERS' ARE STUDS USED IN 6fW UNCTION VITDi ALL MOUNTING E1(TRUSIONS 7 D D LE EI'C IISE6. "O.0 F Lf ERSPA014GTA LE WESPOR f'F-TRAIX 5 U LtE ANGLE, a5 ANE A4RN a YA ALL `M-AND -U'-HEP1hDlMS LNG O 4 ANCHORS SMALL BE INSTALLEDIN ACCDROANOE WITH 14AN UfgCTDREPS' RFLTMMENDATtONS 5, N6HE5HOLLOW ALBLL FOINJSN SSTRUCTURE! HOST ALT 0E UREM5 t1 HEADLLTOCONFORM AKTO RASSTNE0. IL BE yERCI1nU. 6toNMUM EMBEDMENT 'HALLOf AS MCITIRDIN A C100.5C1EDkJLE, 7DMIWIMUM EMBEDMENT AND EDGE OSTANCE L(CWDE5 STUCCO, FOAM, BR6lDIX 6Y AONTDM(P7RTSFE1'RO WA LL AOTELY TRANSELOADS TO HOST STRUCTURE PR a0.ETEANNOTED HEREIN SHALL BE EMB DDED TO UN -CRACKED CONCRETE ONLY 9 WHERE E%19TINC STRUCTURE S FtAAONG, E) I6T1 G CONDITIONS MAY Y VARY, FIE LD VENFY THAT FASTENERS ARE INTOA ATE MOOD FRAMING MEMBERS, NOT PLYWOOD, fAbT[?DG 7O RES ACCEPTABLE ONLY FOR C PICCES, 10. WHERE PNCIORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL DE LOCATED IN CENTER OF NOMINAL 2' K 4' (MIN. ) WOOD STUD ('A' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). VYDOD STuO STALL BE "SOIITNFRN PI E"C"05500. GRFATBE pENSITY,fA05t7lEW SHALL HAVE PHILLIPS PAN HEAD OR HR HEAD, it REMOVABLE ANCHORS ARE. DEWALr PANILMATE ALL•FOR415 SOU"ET a BRASS EUS HANG. L2 0.MCKI NE 9_REWS SHALL HAVE 1f2' MINIMM ENGAGEMENT OF THREADS INTO THE BASE AMC" AND MAY HAVE EITHER A PAN HEAD TRI15S HEAD OIL WAFER' HEAD (SIDEWALK BOLT) U N.O 13. MINIMUM EMBEDMENT AND EDGE UIST�I)ICT EXCLUD 6 STUCCO OPLOTHER WALL FINISHES, 14. RIBI DESIGNATES ANCHOR C0f4TTIOINS WHICH ARE NOT ACCEPTABLE USES. 19 * DIRECT MOUNTING CONDITIONL. LS UNEAR INTERPOLATION 15 NOT PERMITTED "USE WITH THE ANCHOR 304EUULES LISTED ON TIES SHEET 20-31543 FAR e••IRI,ri1D111 `w"iW1ia'tilrv�r:Ai'tRp 1 �N W a ~w I 4' FF g Z A nA, S LULU Q Q gH Q) Y) N +-r U N O �- O O C j T3 N n- CD� OL (� Y) O Q = O W ll ��Y\ = -0 M LL_ O v, O +_ 0^ -C- �.- V J ] _ Q E Z Z W J N_ c�2 O 00 - LLI L `f3 _. T ` ra (n i L. (D(D ( W feassaij Z3 `O Co 0_ U co O at UW In W Z Z Q _J a_ SHEET NO. SH 1.5.