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HomeMy WebLinkAbout38046-38072 Fallstone WayABBREVIATIONS AB or A. B, Anchor Bolt FIX or FXD Fixed RA or RIA or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT, Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot! Feet READ or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O, Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt, Height St. or S.L. Side Lights CJ or C/J Control Joint HH or H.M. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg, Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT LaundryTub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded, Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u,c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V, Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or WC. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WOW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in. Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir, Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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 8 ,■11■, 1 M 1 gg nil 01 Nonni on MEN IN 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 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN �^ 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN ----- ---^ -- 11 FLOOR FRAMING PLAN 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 _ r SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 -- DETAILS �— --_-- - A 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 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 begin 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. . t= C cat ,a. C14 C) c- . 5 Q- 4P IV'f-1 y'�y� Rites '4 N- ` N C-i /C\ 'Ft To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to E 0 80 N N �.—I M ; � U) r- Maaa� 13i-Egq-�o o Lu am Z mcrn Y o�� (W WE Z M LL CA rn m w N MZ J Z O U v 0 W El0 � N M L, o � o � M :Z a t-J LU 0 W to SO c� ¢ o �m o w M �" > ¢ o Z a Q ® E wo oa wzca >� Z Zo ❑a U _� O d, z oa a Z cw (n C - pY U =U ro O C, LL Z CJ� J aw QW 1Z Z go Q U ao a r� aLL � Y �w a0 c g�^ .L > I-- ui o� r cSa co 2 cor C� �/_�j� ^� Y Q fn Q0 LC-) :1.: m — T Q 00 .— � C� cN _ CD t`— 00 C7 C� Q CV N_ Q0 Cn 0 Q CD o ai T j M r �LO- a E Z 0 E d iti Z m a.Ca E 0 -1 a JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. III�Y1111YI�III11■J■illi■IiI�1JI�W4, �L�.� Ib.i...:L 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 SIN FOR SOIL & 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 UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w z `o °�- CONTROL JOINT DETAIL SCALE:1112"44' #5 CONT REINF. SEE FND, FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR A. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1 AxW 1.4 W.W.F. d ,da - d A. e d a a b d d d' d 40 It', d REBARS CONT. 4" I 2'-0" 14" 5x5x3/8" A36 STEEL. BASE PLATE CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 51 SECTION A -A NEWAII, O r 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT G C I rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" CONCRETE SLAB PER PLAN >r 0 �LL 0 LL N SYMETRICAL 18'4" 18'-0" 18'-0" 18'-0" 01 1'-4" 13'-4" 3'-8" S-8"01 13'4' '-0"01 3'-8" 13'-4" '-0" '-0" 13'-4" 3'-8" VERIFY VERIFY VERIFY VERIFY LOCATION OF NC AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 34" x 3'-0" x 1'-0" L PAD PAD L PAD 3' " x S'-T 1'-0" S3 PAD w/ (4) #5 E.W. S3 S3 4) 2' 0" x 2'•0" x 1' 0" H SE HOSE 2'-0" x 2' 0" x 1' 0" 2' 0" x 2' 0" x 1' 0" HOSRII E 7.0" x 2' 0" x 1' 0" 2'-0" x 2' 0" x 1'-0" HOSE wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. CONDENSATE CONDENSATE �—CONDENSATE CONDENSATE —� -1 F 4" ELEV. FIN.LINE I 1 I I LINE �" ELEV. FIN. I 1 I i LINE 4' ELEV. FIN. I 1 ( I 4' ELEV. FIN. LINE ( I I A S3 o CONC. SLAB 1 �, 2 I CL ONC. SLAB I ' 2 $ CONC. SLAB I ' 2 I CONC. SLAB a I o 14' 6'-8" 3'-10" 3'-10" 2'-8" 11_p,. -6, 3'-10" 3'-10" 6'-8" -8" 3'-10" S-10" 6'-8" -0" '-0" 6-8" 3'-10" S-10" 2'-8" / / 1 4" 4" 4" 4„ ■ ® // ■ ■ ■ ■ ® ® ® ® ■ 17 `r PROVIDE 1%� SECESS FOR 4— — — — SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg _ I — — I — — —PROVIDE 1 Y2"RECESS FOR S 1DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH — — _ t I —� — I — — PROVIDE 1.2:_RECESS FOR SLIDING GLASS DOOR. REFER — ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH i — PROVIDE 0/2" RECESS FOR — — I — I LIDING GLASS DGOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LI E FO — — — I I I ICE MAKE D L I a4 I I I CE MAKER oo ( 1 — E MA ER 1 I ICE MAKER _ — I I o0 ® I M D1 en I I I D1 _ I Mco S3 174 7771-1 S3 I I (y/ S3 I S3 �4, 7 I j `III Ii(.�� ��I r T 3Y" MIN: 3000 RSI CONC. SLAB FOR HERNANDO CO NTY ONLY.3Y2" Jill LlI I I� j (I � I _ L _ MIN. 2500 PSI CON , SLAB OVER 6 MIL. L _ L = VISQUEEN APOR BARRIER J DBL. SINKw/ _Dt POSAL 00 ifl _ I I DBL. SINK w/ °° CO _ DISPOSAL —_ _ — C J _ I I DBL. SINK I 0? o _ DISPOSA _ - I I D L.81NKw/ _ _ POSAL_ I I o0 `� _ _ - ,rr r -�,► F --� _ -I-- ----ter- _ _ — rr - in TYP, @ 2 STORY U.N.O. I I IIII �� I I I IIII R r� III RI III I I I III I I r� IIII I JL RII I I I III J I I I III 110 III I R� RII I I I I I III r, I I I I I ,,,IL_ R RN =J --JL_� J] L _=J __� L— =J I C--JL—= C I C I C I C- C 12'-5" 5'-11" F-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" ® I I PW01 I I PW01 I Pw01 I _ I W01 I D1 D1 I D1 I I D1 o _ I co I I 1 1 14'-6' 3'-1 4' 13'-10" 4'-2" I 13'-10" IOrm 14'-2" I I I ( 14'-2" 1 3'-10" op I F_ I I r� I 1 17—zn co M i o I I I I I ( I ( I I I I I 1 I I I I I I ro I 'o I ro OL 0'-0" ELE T I I I I I I T 0'- "ELEV. I I I r 0'-0" ELEV. I 0'-0" ELEV. ® I FIN CONI. SLAB I I I *Fl�CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB I , c.j. c:J. — — — —I —I— — — C.J. _ I _ i t I I I I GG I I GG I I G I I G I ® I @ FOUNDATION I ( 1 I 1 I I @ FOUNDATION I I I I I I @,FOUNDATION I I @ FOUNDATION I I 0 1 '4' ( I 2 0" 2 0" I 16'-0 2' 0" ( I 16'-0" 16'-0" I I 2 0" M Co I r , r� I r— I IL IM I L JI IL JI I 1L JI i00 I I_ co zo LO _, 1 1 I I I I I I^ I I l i I I I I^ I I I I 1 I I ELEV. APPROX.1-1/2" I BELOW F.F.%�� I /� I oi\` I\1 I L ■ I ELEV. CAN BE NO MORE I THAN 1-112 BELOW TOP OF EGRESS DOOR THRESHOLD, — — I 4 `9 — I l I\ I I ( I I I — �\ I �I I I FIELD VERIFY K 19 l i W.H. H.//I iv (o /y K 1 cv K K zo N I / �, PROVIDE 1/2" RECESS _ S3 = a _ -_ — / S3 I � PROVIDE 1/2" RECESS FOR _ S3 PROVIDE 1/2" RECESS FOR I I PROVIDE 1/2"RECESS FOR S3 t_ Hy T (_FRONT DOOR. REFER TO �D MASON'S SCOPE FOR WIDTH � I ( FM24 2'-1 ° 2' 1 3+ FM24 _ I `t LFRONT DOOR. REFER TO 2 03+ MASON'S SCOPE FOR WIDTH 4 FM24 I FRONT DOOR, REFER TO MASON'S SCOPE FOR WIDTH FRONT DOOR. REFER MASON'S SCOPE FOR WIDTS I FM24 ■ ® ® OD I ® I +-p„ 4,-0„ ,-p„ p„ I I I t I O„ ,_0,+ ,-O" ;'-8„ ,ELEV. APPROX. I I I I I I I I I1-1/2" BELOW F.F. I o o I I I °0 I o I I 1 ELEV. CAN BE NOELEV: /Z. APPROX. 1 I I d I I o 9"' -4" ELEV. FIN. CONC. SLAB I `D I 1 W01 I 4" ELEV. FIN. 10 MORE THAN 1-1/2 CONC. SLAB j BELOW TOP OF EGRESS DOOR -4" ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ELEV. CAN BE NO ® ORE THAN 1-1/2" I I I 4" ELEV. FIN. I CONC. SLAB W01 ® I I W01 C.J. D1 I THRESHOLD. FIELD C.J. : (VERIFY C.J. _ BELOW TOP OF EGRESS DOOR I I D1 ELEV, APPROX. I C.J. I I D1 _ — _ _ _ — o THRESHOLD. FIELD S — 1.1/2" BELOW F.F. © — — �_ _ 1 4 5 8 I o I I I N o "' VERIFY EO I 1 I ELEV. CAN BE NO `" I " , " 30x30x1-0 "' .�, I I I I I MORE THAN 1-1/2 wl (4) #5 E.W. N L o 1 I o I I I I o o I I ( BELOW TOP OF ( I CS3 "' LO LO ® I EGRESS DOOR ® LO 55 I I I 55 I I I 55 I I I THRESHOLD. FIELD I 55 D1 I ( D1 I I D1 VERIFY D1 ■ I ' I � 10 I o I I I o I 1 I 10 I I I I I t I o A I I 53 I I I — I I _— — L— --_ 1 + I c o I cA I 'n "SEE S-3 FOR L S3 I T J L-- S3 I I T — — — I S3 I ■ — I "SEE S-3 FOR I L_ RECESS OPT." S3 1 RECESS OPT." — — S3 N S3 Ft S3 iv ® log ® HOSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS I HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB WIN FILLED CELL WIN FILLED CELL BIB W/IN FILLED CELL BIBB BIBS WIN FILLED CELL — 8'-0" V-8" V-6" 8'-0" 1'-10" Z-0" 8'-0" 1'-8" V-8" 8'-O"' 1'-8" 1 V-4" 1 V-4" 6'4" 11'-8" 69'i 6-8" 0 11'4' 7'-0" 22'-8" 18'-0" 24'-8" 72'-4" FOUND/ SCALE: Y4"=V-0" —INDICATES'FILLED CELL WI3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB, TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT WI 25" EXT. ABOVE SLAB. GRADE 40 STEEL MON PLAN Cn crj cv N. Q ru: C3- h f .0 'CM C4 an , rs ce 2 ram. 1= a,�yg6ji11 'ago 11vtv • ./ Lj 0�1- , , 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W vE B V c 1 C 2 P.� . N (ii N 0 � # tl LL W L ,^ J V- Z a - 4 _ m c � � S 0 W oIL � W °' m w Z 0 d IL z N do U W W ED Ll (D M �- Z N M O O Z � o_ M Vi Z "a 0 o 4�� w � v �y N -.+ U w � E U 2 8 Q o W Mz z o ¢ J U ¢ w❑ zo 0 caI=E z ❑a Z C7 U❑ a ¢ Z 00 ❑ G W Z N It o as rr � d r Y 00 m� zzw z) N J m 7 W 20 z M 0 w0 O �w W �0 o oz <4 =� o J CflW a 2 00 zl¢ 3: ,o �— ;n >MCI, Q; < 1� A c6 r co CD CV 0- � C.fl M ILlicc cYi U r o C m LL O O 00 E C)O 00 t=— 0 Cn GI N M IN Q CO O r 00 N T 0 Er Cd 0 N z E C) N a E U 0 ¢ p JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =V-0" 4 BATHROOM 2 SCALE: 3/8" =1'-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25� S.H. 13 20X38J 18JX37i S.H. 14 20X501 184X50 S.H. 15 20X63 187X624 S.H. 16 20X72 184X71� S.H. 1H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 114 X 38 J 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J4 X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 i 52 4 X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 5271 X 71 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" 42" KNEE WALL TOTAL RUN=14'-2" WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER N, 19 \� SLOPE CEILING TO MATCH STAIR RISE F. FL. F. FL. ---------------�--- 17 16 �\ r 1 1/4" TO 2" DIA 15 HANDRAIL NO LESS THAN 34" 14 �� NOR MOREuJ 13 0 THAN 38" ABV, 12 CONT, TREAD NOSING 11 HAND RAIL METAL HANDRAIL BRACKET BLOCKING AS REQUIRED rr in F. FL. 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 1 i5 (2) -1 314" X 11 1/4 LVL 2,0E Fb=2950 H6 (2) - 1 3/4" X 9 114" 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 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 318 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 walkiine. 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 'Y2 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 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-4" 1 VERIFY AC PAD 11 I A/C P I N OF HB A OUTDOOR LIVING S3 9'-4" CLG. A.F.F. CONCRETE 8" 6-0" 10'-8" 6-8" 3'-10" 3'-10" 2'-8" 6068 SGD 71 l oO VI 5-SH T _ '- o~ - N ----- ----I -- 2468 REF 7'-11" 3'-2" 6-7" ' I o O N U) 3 ' 'O CO DINING N 1 KITCHEN z 'O 9'-4" FLAT CLG. 9'4" FLAT CLG. TILE TILE - SINK w/ D/W DISPOSAL 0 I I O O r----� L __J - FLRG, LINE - - - - - - 2x8 WALL 8'-0" 6-0" 3'-8" 0 16" CNTR. AT 42" ;n CD � r ^ A.F.F. 1/2 WALL CAPPED Cl)CAO N �n I I UP ., eo N rn 0 10 55 _ D1 =- - GREAT ROOM TYP. U.N.O 9'4' FLAT CLG. CARPET GG S3 6'-8" 2'-8" 4'4" NO UPLIFT* Q - - S4 - - -- iG. LINE H1 Co oo N w �_W__R. N _ TILE - w I� u N ' FOYER 11 9'-4" FLAT CLG. 2868 77w.H. TILE 00 00 EDGE OF SLAB 2" BEYOND WALL ■■■■■. d ■ 3068 l r,,■■■I EN Y ., CONCRETE will STONE 0 VENEER t- 16" SQUARE -/ CMU COLUMN in 0 60� 0o g �O o HB [0 0 N 1'-4" 5'_8" 01' 7'-0" O 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'-4" F T CLG. r---------- I I ------r I I I LINE OF 2nd STRY, I ABV. I- - - + **NOTE * I BLK, WALLS ARE 8'-8" I 1 TALL FOR "A" I,JNIT V-8" FROM FRO14T OF GARAGE K TYP. @ I S4 GAR GE 8'x7' GARAGE OOR l'-4" 18'4' 1ST FLOOR PLAN -UNIT-A1532 SCALE: A"=V-0" D1 STONE VENEER 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 2x6 SYP #2 16" O.C. 10 * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE 1 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 I Z0 0. iO = i� 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) WITH @ PLASTER OR STUCCO EXTERIOR 3'-4" 12'-0" 3'-0" 5/32" EXPOSURE 1 OR EQUIVALENT. G SCHEDULE FOR ATTACHMENTS- 1'4" 1'-8" 3'-10" 5'-0" 3-10" 2'-8" MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) EGRESSI EGRESS - o C0 '� -- OWNER'S 55 = BEDROOM D1 8'-0" FLAT CLG. CARPET fV e - I 00 o co 17-8" AA 6'-4" U 4'-4" to. 7'-0" XA I - M.C. NEW- - - - - R&S ---------- 0 0. BATH I 22"x36", 8'-0" FLA - CARPco ATTIC CLG, T ACCESS I �p� V 1C I - �y /IV I �� CLG � io (V `' io w 8��"FLAT 0 I / ICARPET I PW01 0 L- -V_ J -- -- ----J TYP. A O R&S N 2868 5 6 co E TO00 I - 7 00 LID TA. (D 8 lob (V AHU 9 60"x r _ OWEIR P 1 10 v CD R/A I I 11 n I 5' 114 40-411 34" I I 3'_8" 1,3 00 ' LOFT 13 -- I C0 14 0 LO - I C° 1`1I � 8'-0" FLAT CLG. CARPET 15 bo LO - 16 I `° - 7A.F.F. u 0 1/2 WALL CAPPED 5'-4 FV 1'-10" Lo 9'-6" T �o °° 2668 FV (DBATI tiro 8'-0" FLAT CLG CARPET M.C. �. 0 I WIC - I 8'-0" FLAT CLG. N CARPET 2668 _ N 0 CD I LO Eo ' Z. BEDROOM 2 R&S 8'-0" FLAT CLG. II " IIII _ CARPET - MTa _ G.T. - - T -- � - - - G.T. 00 - MOD252-55 SH (39"x59") EGRESS 3'-8" 3'-10" 4' 0" 7'-4" o - ao 7'-0" 11'4' FD ' 18'-4" - - - - 2ND FLOOR PLAN - UNIT -A 1532 SCALE: A"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" A) +29.7 / -32.2 ( +29.7 / -39.7 C +28.3 / -30.8 +28.3 / -37.0 S +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE'WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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 518" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position, 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F, TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c1kJ Cn c Q o C _, ru as \�N��`1�lttltilt?ElJJJeej W/y �o�d 4 E'' •. t r tD CV us F L 0 ff�s'�IJtllttE�t1\1�`\`` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engine s signature and seal. H FW- o Eo Q p ch 8 N p N 0 "' to y 4 :3 � I- Z M V _ u, �i LL W uJ .. a Z -�6' o o O �i cu N W o20 o CJ) °' Z NZ a unW Cl) ,n N Z U v O W oa V M .�-- z N � C, z z o � J - d to M N z a _ cF 0 Do -, u, LL' V � O_ W t!1 � �t/1 � U _ U wig c co Q o w M M i Z z U_ E 65 ry z® o_ o oa co oa _° ow O E N a o ¢o a Z ¢w � U) ,_ a � Y o z'w` N rw oo ZZ g� a Q w W C)�O E F� 0 J � N w w, LD 5 >o CD 0 'aU S o t 4 m m � C c� G6 E � O _ cc CD CD N O LL ( C6 t�f� r C: m CO r CDco � C:) _ c O N � Lo F-- 00 O O C)j N N � Q � r 00 r r- E o� z Z E iQ c`ro @ a o v 0 JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO, 3 10 9 U 8 q a� 7 = 6 Z 5 2x STRINGERS 4 C0 3 �4, 2 1 F. FL_LL___,. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK NI(2)-1A"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" =1'-0" N M OWNER'S BATHROOM SCALE: 3/8" =1'4' MIRROR \TOWEL BAR O o 00 N � co 0 � _ L� ll _ I i I b (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. I I I BATHROOM 2 SCALE: 3/8" = V-0" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 184X371 S.H. 14 20X50J 184X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71 J S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38$ 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 374X26 364X251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 4 X 50 i 36 J X 50 S.H. 25 37 X63 36 X621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54X26 52'X254 S.H. 33 54 X 38 i 52 4 X 37 i S.H. 34 54 X 50 a 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 i S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE = 10' 8 3/4" CASING (AT 2nd TOTAL RUN = 14' 2" FLOOR ONLY) i� r 3/4" PLYWOOD DECKING i i i i i i i 18 17 i i6 i i 15 i� 14 i� 13 CONT. 12 HAND RAIL 11 10 6 2x STRINGERS I F. FL. LJ1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 14'-2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. 11 DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 Inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear 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 9116 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 318 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 sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard heighi 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 b4rd. 9 r- 18'-4" 3'-8" 13'-4" 1' VERIFY AC PAD LOCATION OF A/C PAD HB u ■a!u ■ iiii 00 • . • • on low ■nt■ ■1 • uio Unto ■,i 1 . . 1 ■oilu ■■I1 1 1 ■.0 I'm RI=� O ' M, Into onto •1•' onto ►ii•' O�. ►i'►i ►i�i ►i►i . ►.►►0 • ►•, ►i►i �0,1 • '. ,4.4 ►W►4 ►4'►: ►0 4 .,.; •,►,A► ►4 • , ►'0 e0;, ---_ 'WA X+ aa_ �:►: Ilj0541 ire L16" CNTR. AT 42" 112 WALL A.F.F. CAPPED UP I I GG S3 RUN= Ell • ■® Y EDGE SLA W.H. /I NI ( BYONDFWALB BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR IGARAG E 9'-4" FLAT CLG. ► ►' . , ♦ . -8' 140C 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 V-0", THEN AT EACH EXTERIOR CORNER WITHIN STUDS WILL BE DOUBLE STUDS @ @ 12" O.C.* THIS /S ONLY USED WITH PLASTER FINISH ** WALL SHEATHING 15/32" EXPOSI REFER TO SHEATHING SCHEDULE v D TYP. ►i�i ►i►i -. Gull,-ri l 1 • : O ►:►: 1 j+i � ►i►i ►i►i HB STONE VENEER I00 O co F-: 00 U.rvi. L� r .U.nn. 18,.4„ L 01 1ST FLOOR PLAN - UNIT-13 1516 SCALE: X"=1'-0" 2nd FLOOR PLAN -UNIT-B 1516 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 ! -33.5 SEE SN SHEET HO SEE SN SHEET ON 140 MOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. at 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. to 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/ 11 1 1 171 1 1 1-I 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 SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. i CNJ N e Paz,. �" ca Cn C Tt�s ; �7 R� IS m ���x0jil,111IlilttlO,l., •. :' N - cJ • o CA i S� P -.. �v *••.• F 0 L .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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. pp-ffgN W a0 0 co cob v m U) fp n r dime Lu Z r 20 Y' 0 ; W MNc2 0 O 9 m s Z 05 . J to N z Z N Oco 0 6 v W ❑❑ o g z N z o J 0_ to - N M -_ -_ 0 ^! U `13 C,. N _ N U LL! J E L 8 Q i." •• z11.. z U N CD I� C W co co ¢ a Z 4 L Q E ZO wZ >N °a Cut r6 o @ K� _¢ az JU °� 0 ww CV "¢= _ '0� m� O tt Z _ tl aW N a. va oLL w ZO -Z a � w W U � a°� R xr CID Z a Y W =3 E O o 0 0 i C In T In I- ai (13 N 0 O T c6 co > Lion T O CD CM o Cn C� r- C: m co r O 00 ILL O T 0 0 N U-) F-- oo O 9 N N Co r U-5 '0 ai w r 00 N M 7- r 0 ON z Z E O N m 0 E U � a :? Q c c a) JOB NO : 22-12552-12545 SCALE : AS NOTED SHEET NO. 4 i r� AS ��I I-� �L 1 O,Wu�IYWI VIl 0 OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR \\ TOWEL BAR CO 0 eo N D ih : o 1. b STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 1 U-8 3/4" TOTAL RUN=14'-2" 3/4" PLYWOOD DECKING F. FL, F. FL. BATHROOM 2 SCALE: 3/8" = 1'-0" 18 ----- 17 16 15 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ (2) 2x8 w/ 1/2" \ FLITCH HEADER \\\ SLOPE CEILING TO \\ MATCH STAIR RISE ---------�� -- F. FL. \ \ FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38a 18JX37J S.H. 14 20 X 50 8 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 27114X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11­16 274X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 2' X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 i 52 4 X 37 J S.H. 34 54 X 50 i 52 4 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 4 X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 14 \\ 13 \\ 2 CONT. 11 ,� HAND RAIL 8 7 6 EO 5 2x STRINGERS 4 3 1 14'-2" 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/ 112" 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 9114" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71 /4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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 31/2" 3'FROME .END,c.AND HANDRAIL DETAIL SCALE: 3" =1'4' 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 '% inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 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 VERIFY AC PAD LOCATION OF A/C PAD HB 14nr RFV ill 1 90 (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 T-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. 11A ------------------------- OUTDOOR LIVING 1: 0 9'4' CLG. A.F.F. o CD CONCRETE iD -0" 16'-8" 6'-8" T-10" 3'-10" 2'-8" 6068 SGD � C ©F 5'SHrREF I 2468 BF `P I °P co I `° 8'-3" 3'-2" 6'-7' o I DINING N KITCHEN W I'O 9'-4" FLAT CLG. '- 9'-4" FLAT CLG. z TILE TILE I SINKw/ I °P DM DISPOSAL r---� I L - - -J FLRG. LINE --------- 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR. AT 42" in LO A.F.F. 1/2 WALL C° Gn CAPPED FD 1 r - T II UP 2 oP N i I 3 )04 M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 00 14'-0" " 7 co <] 9 PW01 'r D1 10 GG 11 TYP, T S3 12 2x6 WALL 7'-0" 2'-8" 4'-4" o -__ LO C° *NO UPLIFT* - - PW01 FLRG. LINE Q Z- co _ D1 00 (Dpvm N � TILE TYP. " H1 FOYER 9'-4" FLAT CLG. 2868 TILE 00 O °P H EDGE OF SLAB 2" °P CO 9'-4" BEYOND WALL T.O.M. `r o 1 7'-4" O 2'-6" 3068 BUILDER TO PROVIDE A APPLIANCE PROTECTION WHEN REQUIRED PER 2'-0" 4'-8" FBC 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE 50 9'-4" CLG. A.F.F. o CONCRETE in op d N 0 r-----------------t in I I �o I I I 1 I I 10 p I TYP. @60 I ih GARAGE I K I I I S4 I I I " CV CV 14 oa,7, n_Aonn_C nnno -8" I. 8'-0" O I.1'-8"STONE VENEER -8" 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Ya"=T-0" 9 V F_ * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** 2ND FLOOR PLAN - UNIT-C 1624 SCALE: YV=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" +29.7 / -32.2 Q +29.7 / -39.7 © +28.3 / -30.8 +28,3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 SEE SNSHEET �LJ SEE SN SHEET ON"OTE: 140 MPH WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 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 classt duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 518" 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 tothe interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND •`MASONRY EMEMEN'BOND BEAM HGT. AT 10-4- TOP• •' : ......................a . . . , 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 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. o 7�:- CO �n � 6S. CL � ;C�4 � a E- `�y►�r►E l l f fF �I`���' :� ;;���� 6gL 1�y' IV �r S •I•• � Y' �C v t C ^ .• U .Jo O¢ ' �L0'_ O'�ESS10 o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E 0 cc Cl) 8 0 04 LoN Q =Lb�� �m u��r-� C u- 33 _J 3 a w z c _ i C N W O O Y W rn °p m w Z Z N M LL Z J 0N OU 0 o Z W ❑ ❑ M z N O o Z N z � � N Ln llzr^� a V 2 (1)4-1 C/3 l"Q w � U O w o 0 c w � r- _ Ep L i `. y'! t� o 0 e� o w Mw M o Z a � Zoo Z� a® E W z z ICU - a �0< 00 U W o N �$ wo aIII R w ro C/)_ao� Z Z s U W �>i Q LL a NW U o _ a 0U VM' z�a 3 c o r > d" nr N O r � W r _7�e o 00 M n(v �+ Y Lx-� m O 00 tL O r 0 O N U-) F-- 00 O O C:) N N_ 00� CU Q 8)j '�-�- C=p Too Cy. T- o CID = Q w Z Z E O c m n E U _J Q p _J JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 5 1st FLOOR BUILDING PLAN SCALE: 3/e»-y •-0° CW2 sv 0 C14 Cd : 61 Zi.l� G� r fide ,� n � '•: L� ate. i fit ,N15ROfI r•...... V V K !+� SSA �t t #011/11itlit�1tt�ttt\` 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. 0 W� E 6 O N O 6 C W P C C' N ti M CD CD Q LL W JLLLL W d Z m c0 n 0 r CIL L O OW M I6 N W O (1) 91 m w Z Co N p . IM 0 Z N OU W N M O O Z W QdY z t~ Q V J _ !Z. � ti ^ I � v l C Ur O ' l d m V IO^ W OO {ies F— U) W J .�C Ci O N Op 0 O W M O Z 6 Q E O z O Lj � ? N a N Z® W _ O¢ 0 �K Z o C CN i a z do a Z (Q Y m0 O OK Y Z z J m �� �N 0)m N 0W go d a �O J W Q Y U ui � a e •o T w � ai rn N CO a, C7 ai �-�- C,p co E T O CV 0 0C'7 Se toco .2 CO CD 00 O _ S O N cj LO N O �j N N M Q (.6CD 06 00 N M T 6 E ro E Z E O m CL E a U c JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 6 2nd FLOOR BUILDING PLAN SCALE: 3/16"=V-0" q ti 4 q� .N Cu „cc y. a � caa _tss°€a _ cv3Co^ ca az ' y`y M v� Q r" "•. VIA P +� N . " wC 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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W d, E M Q C) o N u G aW1 N N N J Q M V 3 LL J u• LL U. w a — a Z m c � W cc N o Wj Z co, N ° c r) N Z O U U (0 W ❑❑ U z N a g z a n U> U> _ UI r� M v ' L (VZnn T LL fn W o O )-0 Ljj�Mft 1u v ! � l ^ N U W J Rig i N U O N c co Q N O O W MZZ M zo Q LL- Q_ W� W O Zp < N z® ca _:, x a0 o O 04 ITT a ¢ o wo Q w Z �� N C C z Y g mo Z� oz z .I n0 WO ¢w 2 Z N o¢ O n z W U 'oLL r3 x �0 O C.0 u� oa a� o3 C .o rn N CV f 0 LO >h � T CQ � Q S 0 IL!� ( r Q O 1 T m CoL ^C O OCR T_ y Lo C � Gj 1- n r 00 00 N 1-M r 0 E ca c O iri E w c U Q) a JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 7 I I I I III I ' v I.19R tl11l.l g4,1 U -*v a = 7" B KEYSTONE DETAIL c CORBEL DETAIL SCALE: 1/2"=1'-0" SCALE: 2"=1'-0" FYPON: DTLB4x6x9 A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 4.0E— mWill 0 c �' ■■■ ■ 0 ■■■ ■ ■ ■ — ■ ■■■■■■ ■ ■ ■■■ ■ I■ ■■■ ■' - ■ ■■■ ■ — ■■■ ■■■ '0 ■ ■■■ ... ■ �...■ ■■■ ■■ ■■■ ■■■! ■■■ �' ■■■ o...o_o...■ ■■■ ■■■ o.■.� ■■■ ■ BAND� _ BAND _o...■_o...■o...■moo...■ TEXTURED FINISH TEXTURED16" FINISH ■ ---------------- TEXTURED FINISH 12 � ]4.0 �-20" LOUVER �_IM 4% - HDR OEM Elm _1111110 ■■■00 F11 ■■■ 0 �...0� MOD 2,1 o 11 El ❑❑❑❑ ❑❑❑❑ �� ❑❑�❑ �� [I E 000E ❑0❑0 �� �� ❑❑�_❑ �© 000E 000E �� o ��❑❑�❑00 0 UP 0 0 0 0 01 000E 00 000E 000E E 0 0 y 000E 000E 000E 00 00 El E] 00 �� = 000E ■0 �0 0■ 0� _ 0000 -_-_0000- 00 �0 0 00 = 000E = 00 00 - 000E �E:1 oo 00 q -1 _ _ _ _ - _ __ _ _ _ _ _ _-- _ 1 68 DOOR 8'x7' GARAGE DOO 8'x7' GARAGE DOOR 3068 DOOR 'x7' GA GE DOOR — 3 68 DOOR A 30 DOOR 8'x7' ARAG DOOR x7' ARAGE DOOR 3 8 D R 3068 DOOR A — 8'x7' GARAG DOOR 3068 DOOR 8'x7' GARAGE DOOR 8'x7' GARAGE DOOR 306 DOOR UNIT UNIT UN IT UNIT UNIT UNIT UNIT UNIT FRONT ELEVATION_ SCALE: 3116" = 1'-0" T.O.I O - 00 U F:FL. T.O.n 1 rn F.FL. 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD I_ UNIT UNIT I UNIT I UNIT I UNIT I UNIT I UNIT UNIT REAR ELEVATION SCALE: 3/16" = 1'-0" e►� eva C CLW �W - CD , ry `% C1 S � •. rr-4 ro . ��� 'r •. F L O •'' 4Z, 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. to W 4 0 E M N i MEn N r 4 C J LL W � LL LL a z '_7_ . o U�6_'Q' m _ ILW . N z ¢ F N OU U o W ❑❑ V M z N o z a N 'M V O W � U O W o �cn in, U W @ E t0 O Vv.. N z. / � C) O M n d • s C Q N 0CID O W M z o Z rU E ¢ � 3 Q O U z w� N f6 _ o' o 0 z E d F o ¢ K az N L 0 ¢O r mW0 ry z oYzz V w O z U) d) J m ¢' Q W �z M N O- z og z aZ wW W V7 7 wLL g � tt = . � hLL =3 o m- o� >° 6 � � C Q �...Y `V C. ], Gfl co M LidCo ,Y N O fir. m CD CDN CD � L *5 C) CO CD C37 Uj 8 r 00 E r pop N T— sr— o Q W z z E Q 0) m a E Q n JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 8 v CLC A rn T LEFT ELEVATION SCALE: 3/16" = T-0" RIGHT ELEVATION SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Lxterlor Lovering 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 (8/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. if the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. I Coastal FlashinQs 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 �a � o eat N -0, CL- IU CL tn _=' W �K. Y - cu \O�t1111Y1iEi�;O W/y '0 .� d.• ., '• FLOW\• S S1� ` �1�f/lltii l l ll'tll���\\\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W E Q O R U N W C cD a0 N N m N r— N: M 0v 2 w 07 S J a 52 LL w JLL� a Z IS rn a. >= mo z W CC04 00 E_IL = Wr°2°'°' m w J Z R M Z N O U U O Z .W oa V M o z Q � a J a tV M U) � z a � v 0 t'CS w n U Ow to c �N Y offU 8 z� _ m () ) N c '0 00 0 N � • _0 o w Cl) o LPL_ Q O E zo K " rp <N ZO oa U ca — e 00 0 U o o E LZ ao W Z K J W CY Q� m� o OLL > Z U, � zs ag ZZz ao Enoa S nw IN oz �— �3 CD '� MJ o CADa v w` z< �3 ,o -T— 7� rn N C� co >, T � E cu O co c O ' cN+M O Y N G� Lf� VO C mCo 1^ o 00 U- co E O = CD 8 N V-) DD CD O � N O Q O oa N N w T M r rLo— p E E O y Z z ro E O N E c JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 9 GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1'" x 24" proprietary type X gypsum panels inserted between floor -and runners with Steel H stud between w adjacent pairs of gypsum panels. "A (oLeg y h.X A 314" minimum air space must be maintained between steel components and -- - - -' - adjacent framing (as indicated by dashed lines In sketch). As an alternate to an air space, the steel components are covered with 6" wide bettens of 112, tYpe X gypsum wallboard or full sheets Of 1/2' type X gypsum wallboard screw attached to the steel components, Sound tested with 2 4 x stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3.112® glass fiber instud space on both .sides. i Y Height limitation 68 feet =- { PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2" (Fire) Georgia-Pacific Gypsum LLG.......................:.............. 1" DensGlas& Shaftliner 11-314" (Sound) Approx. Weight 9.5 psf Eire Test WF11t495.12W,11-15.94: ITS Design GPNVA 120-04; WH1.495-1295, 3-1'5-95; WHI495-0743&07 4, 1-28+& 30.86; ITS 3'16UB14COQ-00Z, &3 ; UL R2717, O4NK03115, 8-18-04, UL Design U373 SotmdTest: RALTL10-291,8-31-10 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_ PROFILE OF ROOF TRUSS F TOP OF PLATE - BEYOND FIRE CAULK EDGES _ - AT EACH SIDE = - - - - ROOF SHEATHING TYP. _------- _ - 2x6 - SUB -FASCIA TYPE "S" MORTAR EXTEND THE (2) LAYERS . - - _ . OF 1" THICK USG GYP. - - - DBL. ix PT NAILER WALLBD. LINER PANELS OF 2-HR. WALL INTO 1/2" GYP. WB. 8" CONC. BLOCK SOFFIT AREA CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge VentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off-RidgeAmt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. IN, of Q. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilationof vented Iof vented be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. "ECOMAM', 1 1 Hour Separation Wall rmasheath-xP', "rherm4sheatlr31, 2 2 Hour Fire Resistant Soffit SCALE:3/4"=V-0" vmax Light Duty Insulation, Thermax Heavy Duty: Insulation,- *REFER TO STRUCTURAL DETAILS FOR ion,Thenmaxci Exterior Insulation, Thermax XARMOR ci er pane`' Thermax Heavy, Duty Pius (HDP) and TUFF-R"' ci NON -VENTED SOFFIT NON -VENTED SOFFIT - ii - SCALE: 3/4"=1'-�" ADDITIONAL INFORMATION. NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT thick foamed insulation. NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT polylsocyanurate composite plastic NON -VENTED SOFFIT NON -VENTED SOFFIT Diu. °Therma9ase_CI" 1 1 NON -VENTED SOFFIT 1 NON -VENTED SOFFIT 1 1 NON -VENTED SOFFIT 1 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR NON -VENTED SOFFIT on Mark forjor'jsdictions employing the UI, or cUE Certification al. raspectivehr, 4-01, 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-O" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE 14:12 9"z0 2 2 2 2 2 2 N 4I 4FU_- N= d- I-- cv= d F_ CN FU- C-i= d FU- N= et tom- N_: �t FU- N ram_-- 4:12I PITCH �- E: a �- �- —�� PITCj FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LO PLYWOOD LOCATION. Lfrgfttt:�­ DO NOT BREACH DO NOT BR H DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 PITCH 4' OFF RIDGE VENT f OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 01 I I 4�12 I PITCH I 4:12 PITCH' I 4:12 I PITS CH I I PITCH 4:12----"� PTC" I I I 4:12OF 4:121 1 1 4:12 4:12 � 4:12 � _ ITC H �„ c, — _. _ 4:12 4:12 ._.. ,_._ PITCH �„ c, �„ c, PITCH = 2 � t— P� _ 4:12 F------ ---3 PITH °- PITCH PITCH PITCH I I — -- ----1- ----I 1 I----- -----I 1 �---- ---- ---- Jew2 2 FIRE RESISTANT I I SEE DETAIL 55/D-1 FOR I I I SEE DETAIL 551D-1 FOR SEE DETAIL 55/D�1 FOR FIRE RESISTANT SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR FIRS R�,SISTANT SEE DETAIL 55/D 1 FOR SEE DETAIL 55/D 1 FOR PLYWOOD LOCATION. INFORMATION ON FIRE FIRE RESISTANT INFORMATION ON FIRE INFORMATION ON FIRE. PLYWOOD LOCATION, INFORMATION ON FIRE INFORMATION ON FIRE PLYwodb LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE DO NOT BREACH 2 BLOCKING @EAVE PLYWOOD LOCATION. 2 BLOCKING @EAVE BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOfIBREACH BLOCKING @ EAVE BLOCKING @ EAVE NON -VENTED NON -VENTED NON -VENTED SOFFIT NON -VENTED ti) HT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 .. _­1 , ROOF PLAN apt c � w sra xrr r= C" E s: :5„ res x W rz teWllarir���� y -J < C) 0! ti , • �L0 •- OpESSIUN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E a o m 8 N 0 y a0 C N Ono 0 N (N� O 4) JLLLu 'n Z an Or o Z 6:� O W m W - Z� o Z to NZ a._J Z N O U v W M CD 0 0 z o Q J d to - N M V) Z a v _ �C'I, LU 0 w C. C) w m mj {- J E x U o ° U) e c co N m I� o W M o Z g ILL. E Zo ZY R Q 0Co Fz ❑d F_ S a 0 00 �< O N p a 0 Q d Z L U � rnC ZOZ 6 YG U m 0 J 0 m W �z rn N ¢°s Ug z go a o � as 5i �_ a � CD< 0 �0 �U C o r N m d7 r r Cfl E to Oz— C11 O Cfl C'r> Se tD V T C m li O o r o00 o Lo a—' 9 CV N co '� O r 00 oo N T � r E M 'c C) N Z E Q v, � ca C lV a E U C JOB NO: 22-12552-12545 SCALE : AS NOTED SHEEP NO. 10 i W rrl-I WLW1y.1 LOW ROOF / FLOOR FRAMING PLAN SCALE: %"=1'-0" SYMETRICAL PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 02Yf6D__9NKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F wl (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE CN 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/ 30MAX 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 (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e1102 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 PLY CARRIER— (A) CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 1 -49.57 -49.57 49.57 GABLE -38.22 1 -38.22 -60.99 1 -60.99 1 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (24/6) or 1% j' EXP. 1 (3�1'6) TILE: %2' EXP. 1 (3�j6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 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. [4:12]-[12:12] a=4ft t . Cn cv Cn, , CV C. ? W Q � 's- ;a as 19 .5; c ti. . � i16 it(daf �� R yVASE r► .�`,� • Q 6!�2 U 4 0 r , E S 510 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. �p Wa �^ 0 S _ N N N m O w C N b N jj n fl rn�ti� No2S sc e- Q C co z LL u Z cl Co L 5I a- Lu rocs o y y mo o Y { W W z 0cc W J - No Q M � Z N O U W 0 co ❑ ❑ � O z m � J 0_ U) - N C7 QD O W @ � V O W g (n U � m 3••.. �Io Ili c W _ t S e U ) c �' Q N 0 o co w M o3 Z E = ao z aR p z® O 00 — lO E N U aF ° ¢o p O� aZ t QZ L mO z (n rn J Cn a og g z Z go W < 0a z ,~ o C w¢ °za >° a� 3 oLA r _17 I— cm N (� r E m ts7 co c^ T M C+ O (.0 Lc-> Y U U) T r C m O E CD0o O N ILo 1— c� 00 CD Cn N N CO O Q 00 r d N M r- o (0 E O N z z E � ZiaE c t1 o U _j a ai Q r_ JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. F— ROOF FRAMING PLAN SCALE: Y4"=1'-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SIDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-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. 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 - 1 Od x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -1Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-112" HTT5 5795 5/8" ANCH. /(26)10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 518" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 wl (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -1 Od P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl(32)16 SINKERS&LUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 1 Od SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 1 570 (20)1Od x 1-1/2" * MIN[MUM 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 EPDXYANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 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 C* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 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 ;ARRER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED NG WINDPRESSURESAND FOR MEAN ROOFMPONENTS HEIGHT5 25 ftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP R OF >20 TO 45 DEG. WIND AREA O VALUE DENOTES PRESSURE Q (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 e O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 2r 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: Q Q SHINGLE: %s' EXP. 1 (21/16) or 1V32" EXP. 1 (32/16) r TILE: 1%2' EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1% ', SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2Y2" 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. cs ca► : - a, •a u., ,C Q �'racaC14 ui <a D C= .M sr cs, c.� e sa M rfo N0\111111Nttt ,,GIN •.,� 'L • � � F -3 w r •••'•• 91 C • Qi L ''.v o �.• ....••. �� \ter 0/ E S S1`0; \\\\\\ ti1tN111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W g �E 0 M s 0 N o _ h L # Qe , CN 0 N 5 J C LL LL V 0 lk 52 J LL d LV m c .c m o W �°�°_'°' m 9 Z Lu7 L IL — N Z Q J ZN O U V U W � V M � z N O O OIR z pMp z � d CL N N M lzlnn V O WCA m 0 w o IIItR6 U W J E i = 5 N U o y ¢ N r C:,w z cMY, o r.L zO 0 Z}ZN QN CL O E: U ?E <0 ?® wz o¢ 00 0< N ro Ito 4o aZ �U 5 Cf) ¢ oY o " z z J 1z W N a osa Z a0 C1 LL .2 m w �0 =K �- aZ W w< �0 >° o CY z 6 a� 0 C .s r > d' a� m c� y, C� co r co CV — W 1011 cxi = m r o 00 � ,o O TCN 5 O N Lo F— } CD N � CV N COO O <co O r 00 E r N M T 0 z m c O E a c U yi 0�. JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 12 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET c 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 THREE-WAY SWITCH P4 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 EXHAUST FAN ;Q� EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER Owl ELECTRIC PANEL _mot DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G J OPT. CEILING FAN 6� (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I jJHANSONBOX I LAV OPT LAV LAV PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE )ptional Overhead Service lame As Underground 50 Or 200 Amp Service Power Co. Feed Intersystem Bonding Termination Per 200A Indoor Panel Center Cable #4 Solid COPPER Ground NEC 08, 250.94 Rods at least V apart typical 150-200 Amp Electrical Riser Diagram TOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF 'HE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. of ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT `� �' W in% Q) (U)GFI k� DINING KITCHEN I I FI 0 __j_- --- --- GFI (-- SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM �At ��>ROUGH-IN\ FOR OPT. FAN/LIGHT / y I l I � f I DB EN tRY WP0 LIGHT AS 0 GFI® PER SPECS DB & GFI TO BE ALIGNED _ VERTICALLY \ H� WZ Lno Q L cr U =� >_jm C.M 1 UPSTAIRS t GFI @ 44" ` \ A.F.F. t ` 0 I GARAGE GARAGE LIGHT AS NPER SPECS GARAGE DOOR GFI r-----------------t I I I I J I I Ip Z I 1� a IQ I I J I� Q I ` D U i 0 ILL U I 1 ILU J I h t�l I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 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. I — 2ND ELECTRICAL - UNIT -A 1532 SCALE: y4'=V-0" N �a CV. d` _. C3 1 N _N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers and seal. �' I- u)I tsiggnature F1@ EE I N 8 I� O 0 CO N 0 J Q �g5g5 C J 2 LL ul LL u- S a ,^ V z J _ W vs ��� Z Co N CO J Z � LO M C of of 0 Z W ❑❑ �J1{ ✓ M L�2 0 ¢N Z o � n� N M Z a VJ V{ L o C6 W O �y N tJ Q CD co w CM M ¢ p Z o a o E: w� Z® z O SQ N @ a� a z O ww L W ¢ o W M V Y 01 U, m aw � Z v o ° g CL w� �F C) az 2� o w� L >° NJ cozl< w a� 3 o T. a; � N Uro O c-- E co c� O C ' M ^ L.L O j CSC U mCo o U_ O 00 r � O O N U.­) F=— �-J O oo C) M N O = d N N (6 r T N E 'c 0 Ch r iri Z ro Z E Oca @ E a ui c it U � Q Q JOB NO: 22-12552-12545 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 ANSULIL 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 PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET (� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I_o WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Or EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT Wi ELECTRIC METER W-W71_ ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r I I I I I I LAV L TUB/ WIC SHOWER LAV 3" VTR JIL I I I I I I OPT. I LAV LAV I J— _U WIC SHOWER STUDOR VENTq '' II DBL SINK L h W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS — Unit -B- (1516) SQ. FT. AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I � " NEMA t 2tX1 AMP T=. AAA . 1 �0-200 Af P I I T /—Serial Cable 3R Power Co. Feed ---\ I1 i #4 Solid COPPER Ground C.O. I� 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 JA INSTALL LIGHT ROUGH -IN <�hfi�� FOR OPT. GFI J IFAN/LIGHT .n, GFI / I 1 DINING KITCHEN I �I I � L_SaEI-1 [0 1 --- (�1 GFI --- DISPOSAL IN CAB C.M. UNDER SINK 1 � II � GREAT ROOM ROUGH-IN<�� CH FOR OPT. ' FAN/LIGHT��fi�``'� \ I 1 UPSTAIRS I —6 1 FI i FOYER GFI / @ 44" / 0 ` ' A.F.F. --,. 1 I I � GARAG E 1 ` DBWp ENTR GFI 0 LIGHT A I PER SPEC DB & GFI TO GARAGE BE ALIGNED LIGHT AS I VERTICALLY PER SPECS GARAGE _ DOOR GFI r------------------ I I I ZIW \ I O IQ \ I Q lo- I C) Ia ? \ I t}i... I►- W Z I Iw _ I WIC �►-LU >Iw �U=� CO COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT-B 1516 SCALE: y4"=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, 2ND ELECTRICAL -UNIT-B 1516 SCALE: ya'=1'-0" C%4 eau N .C�4 c eo t� r � CV �. _Q —W sa ca .tea iv eM t:a s, N 0 N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z � - W F' a v E 8 h O O No NO rn m ti W �LLtL 3 w a ° Z13 m = _ w 2o �' W. ��f6 C"F O 1 W Z tq T . m w to M Z QIL J Z (V J OU ❑❑ Z N M 0 � o J — Q. � U)V) z v0o +-1 (� u, g U 0 to �V) LU g = 3 U = p.,... , , ,o F— J E U o �3 ¢ Y � m m �m ti ffi M M N o Z Li- Z O Z. < N Q E: O u z K°=° N i <o o� mod❑ �? v c O ow oLL Z' Ztt�� C J ° z to < Og za U U a U �o �- r3 C -Z o w a v zQ ° 0 r LL i1) rn N f C7 GD �, CCD Ds-- r Cf� � � 3: co c CD o I r o m CcO 00 � CD cN CD 00 N N O Q 00 r C9 CD r w 04 M — .. ° E E CD N Z Z E B a E 0 _j ¢ o JOB NO: 22-12552-12545 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 wail 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 DUPLEX OUTLET ABOVE COUNTER � wP 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 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;Q; EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �9 PUSH BUTTON SWITCH (OPTIONAL) HB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER WWI ELECTRIC PANEL —�I DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL 1 1 I I I I I I I 1 LAV 1` _I I L TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV LAV 1 �1 i I U L W/C SHOWER , — \?nd F STUDOR FAR. VENTTI , DBL SINK T' W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS OTHER LOAD WATTS SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 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 NEMA1 200 AM P 1 �0-200 AMP I I T /—Serial Cable 3R Power Co. Feed —I-I I- ,—.r #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. 0. DB & GFI TO BE ALIGNED VERTICALLY — — — — — ------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT WP I GAh 0 0 / I----- I--- I� DINING KITCHEN i 1 / FI IO --- GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. FAN/LIGHT' I I 1 / '4TRY 1, GHT AS 0 ER SPECS 1 I 1 I � u U ¢Q o� —y..m ME 1n0 GFI @ 44,E ` W.H. A.F.F. ' \ O 1 I GARAGE I I 1 \ GARAGE LIGHT AS NPER SPECS GARAGE DOOR GFI --------------- I I _ I I 10 Z I I� Q IQ n I I I� Q I Ij U I IIIX w I I�'. J I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT—C 1624 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL — UNIT—C 1624 SCALE: 4"=1'-0" cr► CV. ' --d -AJ > W i ml oz �� � L; 1:7 N 0 N _N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 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 Q �E allo N o inhb� N N (N V # LL 4 C -� W Mu-u a- 0 Z UJ � 70 a W yro� o o (DNm O W U) . m Z IL 0 NZ d Z N < OU 5 U W E13 0 N D') 0 0 Z oc) QN Z o a J to M W (D O 4-1 y Ou, N o y U) v w �— — E z I g U o N c C13 o �Q co w M M z 2 N S Z � cd z❑ os, z >p � Z® ❑a N V 'o U U❑�[ ? p ❑ O E N LN F z wo Q aZW �� B _1 N C z U 0 m0 o Fr Z Z Q J �m °" Z QW cn ova ZZ go a W � ao oz f w< Io Milli CDz¢ o T.. ai rn c-6 E CU CD nIT- co CD ' M O - V r r C m Co � O r © 00 CDF— N O L6 N < Lo o6 T oo N t'7 r r o E c z m Z E O LO co Q U _j d JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 15 METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) Ell I ioi 11:111:11 El ioi io - — — — — — — — — — — — — — — — -... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING I I I I Q I 1 I I I I I I 1 I I I O I I 0 I I CM Fc�) 1 I a KITCHEN DINING I I I I I I a DINING KITCHEN I 1 I I a DINING KITCHEN I KITCHEN DINING I 1 I I DINING KITCHEN I I KITCHEN DINING I I I I DINING KITCHEN I KITCHEN DINING I I 0 0 r--J I IF—] L.— 1 E] I I J I L.---1 O O J I O 0 r--J I I � __ 00 00 r--'� I O� r--j I � L.---1 CEO _ L__J - - - --------- lr_00 L_ J _J ---------- GREAT ROOM FOYER I ENTRY PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES GREAT ROOM GREAT ROOM O O O 1 CAR�>�RAGE �-GAg GARAGE ` _ 1-CAR GARAGE 1\ \ -ENTRY ENTRY \ UNIT -A- I UNIT -B- I i UNIT -C- i (1532) i (1516) (1624) I I i i I I GREAT ROOM ENTRY C 1-CAR GARAGE 1±3 EH FA 1±9 UNIT -D- (1625) I i GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM FOYER METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) ENTFfY IID■ �ROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES ELECTRICAL SERVICE PLAN SCALE: 3/16"=V-0" C" cv Ce. s< -o-+ LA CM S3 ev .� 4:J 0 N N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 N N 0 W � ��� ; Q C J V LL J LLB a Z —a0 te 6W Y @ W Y a W ,I Z MJ 0o ci cM J CV O U ¢ chi Z 0 W W oa Z N M O z Z n Q Q J n Wv)^ M z a C1 W i.� o : 4--1 c/3 w y� U 0 V � V' w o i _ uss U w � o !— J E �'...... o W co z o� z O Q N Q ECU v w z® o0 F_ aO x� �0 O E d F o �o Q az z N 4J ro ¢❑ mO C/5 f6 C - o mo F p z, <� J to N ¢ a. z z gzo a �3 o� =r C9 O CD ¢ V� zka O0 3 o T N N 0) N 0 C.C> A c6 CQ E co > 0 I� C)T M � Q O 1 Cfl Y � � — r C m C CD 0O CD r O O N Lo F— ,W CD oo CD a� © N N O co O N M r ui j O o Z f0 Z E C)N N m a 0 C JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 16 o O O o 01 O -v, a-v vva v _� v a v •v°re v 8178-/1�63/1T 8F8-013/1T p' 0 0 0 0 01 10 0 0 0 0 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 81=16-013/1T © O O O vv vv •, .� ,, v-=. v� , 8RF6-0B/ O U 0 0 0 ° O U O ° O 8F20-1B/1T 8F20-0B/1T 8F20-1B-2T O O o O O O RF7d_1R/1T RF7d_(1R/iT to O O — ^� ALTERNATE POWERS 1. GENERAL INSTALLATION NOTES Provide full mortar head and bed joints. �,S � 2. Shore filled lintels as required. STEEL LINTEL 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 1-/360 vertical deflection, except lintels 17'-4" and TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP 6, longer with a nominal height of 8" meet or exceed L/180. Bottom field added rebar to be located at the bottom of the lintel cavity. F =FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D 1.1/2"CLEAR 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. GROUT / U = UNFILLED Q 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete R = RECESSED CLEAR C masonry units. QTY. OF #5 O a _ 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 REBAR @BOTTOM ° ° 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 OF LINTEL CAVITY = a .M.U. w \ G a coating of stucco applied in accordance with ASTM C-926 or other approved a ° ui C.M.U. oo ci 12. coating. Lintels loaded simultaneously with veritcai (gravity and uplift) and horizontal (lateral) 8 �/ �I j Q Z a r O 0 l� loads shoud be checked for combine loading with the following equation: a ° o z ° a ° GROUT x o Co , Z Applied vertical load + Applied horizontal load / \ O r d F G Wmaz afe vertical load Safe horizontal load • QUANTITY OF tNOMINAL.° 5 REBAR AT a w J N \ WIDTH #5 REBAR AT TOP BOTTOM OF LINTEL CAVITY ¢ 0 � n !^ c O W rn w 5 REBAR AT BOTTOM NOMINAL ° '-*--BOTTOM REINFORCING ¢ ¢ ? _ MIN. (1) REQ'D r O o p � LL HEIGHT PROVIDED IN LINTEL I � / 7-5/8"ACTUAL f (VARIES) 8" NOMINAL WIDTH 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) MATERIALS ffc precast lintels t psi. fc prestressed lintels is = = 6000 psi. ONLY IF NOTED ON LINTEL PLAN §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. Reber per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. 270 low relaxation. wire per ASTM 5. A bonding agent must be applied to the Steel Box lintels prior to ✓3lortar per ASTM C270 type M or S. 81or 70 type applying the cementitiuos coating. See contractor specifications SYMETRICAL 77 n n n n n n n n 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION E I 1 O O MIN. MIN. MIN. MIN. 1ST,rLOOR LINTEL PLAN SCALE: 3/16"=1'4' SYMETRICAL C" 0 c�a w �s ® o � _F a ��\\�\�\1`111111i!►otrrrrrrr Ro wN �O�s Vol • �/ L • ea ' t a O F L Z` IrI34E1 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 co 8 Ia V O N N O a a) co N bi Cn N p ' Q ,n V i# m d C LL W J L.U L W 0.. W a Z �u 2 U) o o Z LLW L �g`pjO� m w cc Lo N Z Z N OC 0 W F-1 r-1 C9 Z N M o g z z o J E3 Cn%i' N M � a W i� o w Q m J 0 w o C w �N ) Ulm U m F— E Ss U O N ¢CD 0 �m o 22 w z 7d M J U- of zo >iy ai E <] u co f0 10 u� OO 1..._. O x a� o Q �Z az C-4 wo 0 ¢o rW wm2 � L fd z ¢ .0 F O O� Zto 9 < z N oa z acoi W -) U LL N W of z �3 xF O ¢Q O co u a V UO 3: C o r > d' ai c� A � ca _� CID CD N n O CO M Lno Se to — r m LPL O O 0o E co _ O N Lf Gj N N rn r 00 w T pp N M r o E Q Z Z E Q v' C a E 0 -1 ¢ o � JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. L 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 1S 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. T GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1, 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1, 1, 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA, REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2,2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 13. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25" #4 BAR 20" #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125%" OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 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 SHALL BE AP RATED SHEATHING XP 1 U.N.O. SHEAR WALLS LL A S E 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4,4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4,4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 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 4 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED W AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4,5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.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/s rinkler systems including all risers and spray hems shall not be installed within V-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpotjr and mortar along the foundation perimeter must be removed bee�ore exterior 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 sidewallls. 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 a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U,N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 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%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE / . THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. e+rs cv �! -C" . N p y C= v > r n, - - 3 - CU c ` fir' ng_ a+ v � cn ea ; . 's a -64- a _. E ISN 0 w�, �. 6 e - Q Y e •s • J�`� `O -0 F 0 .• O <° L NMd� � •aee � i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E a 3 ci O00� 0 C 0 mn ��29 M cnti� # v u � M u � � ; LiM<L LL (L W m c ° U) .0 0 CU aZ0 ,roN� 0 w 0 J Z N M Z J L L L .. U � Z Oo now W oa z N o � z � � z iz- ¢ Q J N M N z W V 2 O � 00 (u w O- � p W c NV) U r J E ago LL,z m U o � N O ¢CD • m W CM co w ¢ o z _j mF E E 8 zo �0 <= >ry� Z" w� • @ �0 X U as 00 p o E z a N � woo ¢o a: rp c _ c � Y U 0 z F N J ¢ aw v o 0� z) z z go a s mw _ Q A� C:)o Z wa U_' 0 � O zI¢ a= 0 3 c o T In > d' F_ N 0 CDL c6 c� E (o 7 Ir-C*e> co O CD L.L Y iI) C6 U - T CD 00 Lt- O O �p N � CD CD M N 9 N Nco 00 L0 ni T r M N r- d E Co c c rri Z z O m a E $ w? U J Q c JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS;—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L_ HOME H C G GARAGE SIDE O 0 0 5'-0" Q - STUB -OUT FOR 1'-0" 0 9 GAS METER 0 O � U b � N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" Q.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 Filter Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.$/1.7 nel wood panels Two 3/4" wood panels or 2 x P _.._ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM cn w cc STD.90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.TS. 1/8" min. }Small gap 2° min. 2. max. � 4 max, 7-7 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. 4 nail each side at bearing. Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series —Depth End Intermediate BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d _ 5-8d BCI 6000se BCI6500s® 9-1/2" 1 t-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC1600 114/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer y ,-- Plumbing when load bearing - for lateral support when joists jbeo�ffset meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.*Joist When joists meet over wall, provide 13/4" minimum bearing for each. 1-Joisup to 3to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration. — ri 6.4 A %" ROUND HOLE MAY 6" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/" NOTES: 1, JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3, REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9, THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/ (22) NAILS T 5/8" � THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS OP PLATE C TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION 01N. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL . Backer block (12" wide min.) Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM ° °.. SEE PLAN FOR °• °d .. • FOUNDATION INFO ` STEM FOUNDATION GRADE Filler block. \ Nail with 10-10d Waifs. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements -0.6 X Joist p / depth I -JOISTS BUCKETS N.T.S. REINF, SEE PLAN SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '`® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w! (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS i HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d .. a Tiil PLUMBING LINE i-- PVC OR SCH40 SLEEVE a A C ° 4. <n I �IIIIIII'IIIII"`III �I) • :I 112 I I. �--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'_ 0" CENTERED @ RIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ^ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE ® d Q aI- a d d SEE FND. PLN. SIZE & REINF. N, 0 C= ;t z 0 go, / SE a `J ✓ G F LO Z �/r� 4. ��W4411I II11°'0V To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W vE 0 1- fit Q ° 9 V N 6 m. n a ��P- 0 r— I u) N� M CD Qj V u W �i LL LL 0 5 � Z _2 a Y m 0 � m " � O ti � {II O O W rn °' m w 1Zi M Z Q Z OU 0 W 0❑ m Z N M o o z W o 747- � — N M V I V) 2 C1 o ® a U ram, g U)11 c w N � 's C.7 � LU ®® Q N 0 I� o w m z o z LL N zo o O 2 Z Q N E ® w ? z0 o a U O 6 90 — C o o O E a p 0 ¢g y COQ z U m O 0 , W -� z m -z U3 N � p¢ ao w W V O ? '2 HMilli v z< aF °� Y^ oIn > d. �i rn N C� r Z6 +co E > 0 T co C ' O V U mCo LL O � OO r E O O N U—) 00 O N N a) <( CD 00 Lo 00 r 00 E Ce) r z° z E 0 D E 0 J Q JOB NO : 22-12552-12545 SCALE : AS NOTED SHEET NO. S N 1 I I I I I I I I I l I I 1 1 I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I 518"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 e BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR /a„ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 1V-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB MIN. GARAGE SIDE IF (MIN.) @ APPLICABLE. z �r 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & SLAB & BLOCK EDGES, AND @ 12" O.C.@ FIELD SIMILAR AT FOUNDATION ONLY „ ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE - „o „„ „ IMPSON SP1 w/ (10) 10d NAILS 5/8 x 10 J BOLT @ 24' O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 �' r T 2"°x3/16" PLATE WASHER (TYP.)STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS TYP.) WWF OR FIBERMESH `�' "' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" Zx P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIER I`,' � A.F.F• O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4 INCLUDE THE WALL �2„ �� 6 x 6 W1:4 x W1.4 � C � ° a _ SHINGLE ROOF, SHINGLES TO ° � ° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS / WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM o - —L =--I 1 { t° p '.' -�-�- I -I- —I o • I I I1 ' ° ° u ° ° ° ° ° a ° a ° L ELEV. -0-31/2 Z " ° ° A.F.F. 31/2"MIN. 31/2"MIN. 1 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE I- 1�=1 - - T rl� [_ _ I-L- I� = I - �� T`I�I= II ��---� ° ° ° ° 2x4 CONT. a ° ° G I I° ° - U_ o `. N sO D ° °_�,-�rL� 1/2"(min.)- 4" —I = I 11.1= / - - _ D 9 - _1 /2"(min.)- 4n O° (TYP.} VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) rr�l TTT1 i T ° n a a GARAGE DEPTH VARIES ° -� - ° . 31/2 (min. - 4 I I - - --=)II 3 (mm,) - 4� _ - _ RESIDENTIAL 8„ ]iTl I I ��_� jT� j1'` -� -�` �_ �__ �= �I ° o ° ° } I _ I �� - 1=1I I �I � I =81, INSULA ION LE ROOF SHEATHING -SEE „ � (2) #5 CONT. -I 14 I h-- IIF (2) #5 CONT. 4„ 11-4 t -r I �8„ SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 4 8 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. MN. TYPICAL BEARING WALL a" STEPrcC ,� ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0° S3 SHEAR WALL SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. c W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8 O.C. WALLS SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" 0/C M`��s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY c°N 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 1V-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ I BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ TYPE S MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH I *SIMPSON SP1 I I (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1,4 WWF OR 2X PT PLATE 20„ MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# SPACE ANCHOR ) w/ (10)10d NAILS N SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED LU BAR w ^ BOLTS 6" n4 x *-— - END OF 2 MAX PLATOEM WW OR FIBERMESH N E 1x2 PT WD FURRING @ 24" O.C. r I TYP. 7.I ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Cl) GRADE �., R- — ., ' " � ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � a �' 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL O (SEE MONO OR STEMWALL _ FOOTING MONO SHOWN Z _ ; ° r> _ a -_- . � . D aO FINISH GRADE [GRADE 60 MIN. Fy= sOksi] a 25" MIN. LAP [30" MIN. LAP] g wtI m O -1 11=1 11=1 I 1 I I=11=1 1-L= D i=111-1 11=1 I I �' dw-110ELLS �I IJ_I II FOUNDATION PLAN � FOR CLARITY D oO 6 MIL VAPOR BARRIER I I e• ° .' 11=�1=_ _ ° R 1 7/8 n `II L - -i FOR LOCATIONS) o o _ ,_ __ ___,__ — -� I I =III =III -' I I I �= N z #5 REINFORCING BAR II I 1x4 P.T. BASE NAILER 4"x4" INSPECTION D -_ I I=1_I_I= III = z_ III= -) =� I ' '�-7f=TIT=fTf- ,- _ i) #5 LAP SPLICE • 11= III III --I 111- (2) #5 CONT. 3 1/4" BASEBOARD PORT AT EACH -III NOTE: d III- -1 =III=1 =I _ cv *FOR BEARING WALL I - =1 I =III I °' COMP. SOIL. (COMPACTED TO - °(TYP.) 1=1I TI� TI� 1- 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS 8" V-4" 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL - W/ UPLIFT ONLY _ =i =I = ,_; -I— i- - -! ! !_' _! - ! !_' ! e I - I- 95 /o MODIFIED PROCTOR ASTM I=TI T= I I Ifs L 11 hrtri 10 „ MIN PSI MAY VARY PER AT GARAGE CONTRACTOR �.� I11 = —i =III -I ! = i= 1=1 (-III=i -I I=I I I I=i I I (I =III I'=� I I-1 l l l=! - I I =1 !_!' D1557) 4 1.4 r ,��- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE To SLOPE -1 -I �I 11-1 I I,=1 <<�I II �i II III, ;III =(I --I (1= ! #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR 0- - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFTK"G� FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE „_ ,_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL n_ I_ n SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. _ r I'00 �, =1T� �_ ° \ I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 r III- - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR o — 1 'r I z T min. 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER ,f D C a ° d - ° GRADE AT 24" O.C. MAX. x N % O A 4. —I I I — COMP. SOIL. ° _ — —° °O — _— — — — — — —�Tr—rrr— --�-1 _ _ TOP OF BEAM �— &OLAYOUTIDE$IGNON ° ° — —_— - - TI� (COMPACTED To 95% =TI (—� I (= MODIFIED PROCTOR III- _ _ _ ° - - -- - T 1 #5 REBAR w/ OPT. O SEE ROOF PLAN - — — ° A , „--, T ° aTI M c Ti T�,, I ASTM D1557) - S�RE �1 �IVCLOSURE I -I ( (2) HTS20 _ FOR STRUCTURAL BEAM SIZE & rT-I- _ :- Z. � 3" MIN. CLR.I_4 (Z) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK SEE ( ON 3" CHAIRS TYP.1'-8" 4„ I '' 1 CONNECTION INFO � - 2 STORY 4 ( ) DETAIL U.N.O. ) MIN• 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/PLATE A/S3/J/S6 � IN „SEE MIN O.S.B. SHEATHING �"- 8 „TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L os.e. Z CH ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4"=V-0" S3 SCALE:3/4"=V-0" ll S3 _w = `= SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. 211,1/2" FROM SLAB w o � COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0'-0" CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND a ' • e •e Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS 1 DRIVEWAY EXPANSION JOINT ,. ,`' 4 -3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" o.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 1311 _ O.H.D. RECESS _ . r • .: . • GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I PAVERS z �Ng N CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL I 1 I EXTEND FILL CELLS •• + " 4- M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD j j MAT REINFORCING. r ' • ' . . • y. ... �• CONT. FOOTING STEEL :• 'e• • — — III= JLI— I I1r=1r�' • >• ra ' --''' '•' `' "' ';. ' �' I PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w ¢ > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS c^'> z GRADE L =T I 1 .: " ' ' 4" - oo rl I I I I I �° ' ' e • : ' - - EI I oo TENSION 120# CONCRETE SLAB ) = Q > FILLED SOLID (SEE PLAN FOR _ = 1=1 I =' - -C -=- `r III=({ :. ; . •' .' 4 , { I- 6 x 6 W1.4 x W1.4 cw LU SIZE AND REINFORCEMENT) LU c7 z _ -! = I -: Uj II I ' <: '....{ h-I. I I DTI i '° . • { '• . �I I _ _ O r WWF OR FIBERMESH W BRICK PAVERS or SLAB PER W o w cn = =1 I. — I —III_ z I -I z Q • , + ' _ N I I -III- 11- p o U_ fn - _ M Q ' _ SEE A/s3 OR J/s6 LI I I �I I r I I 111- T 1 , I,-,,, 111— I SEE A/S3 OR J/S6 11 _ LI I I_! I= 11 1 T I 0'-0' FIN. FLR. _ — - _ _ - COMMUNITY SPECS - Cl)6 MIL VAPOR __ i'� -_ I l _ - - _ I I = 1=r — — — _ 1,!LI 11=1 11=III-III-I l 1=1 I I=1 I BARRIER I— -' _ FOOTING -' ---III - I I- c� FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 11—I I I I-1—� 11 III I�-III= I= j=III - I'= I= BEYOND -! �'-1 I'-1 ' '- n , n 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) , n—�,—I 1-4 (1 ST RY) =I I I I I -III I� 11-11 r�- 1 v ti '. ' :: ;•: ' � PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STORY) ( ) V-8" 2 STORY) ( ) 4" 4" :..• '� •. '• SEE FOUNDATION CONC.PADINFO. FOOTING WIDTH . SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOON, tLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLI,��VIN FRAMINGKCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECtI.ON FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" Cv'3 SCALE: 3'4" _''-0'• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0 cw cra . d QOL yC,4 ,1.:._� z . d - �;,_. CO 4 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 Engineer Is signature and seal. Q lot 0 8 0 NNI CO C9 Q w M '! u C u; W � Jww a : _ a �� �o co A2pjO� m w Z ILW Cc u' :1)Z < r Z ON! OU 0 ❑❑ z N (h o� z o z a J ^ (JJ �i � z � 4-1 •U N L a .� �O — N w � c � �l/iall w ~ — £ � $ zir • . c� 0 7 c U) 2 ¢ 0 ®0 N O O CC) m¢ w z Cl)o Z¢ gryry LL E C W o° z o® Xo �O N ao a� °=ru 1.Fo �Y U Ott Z � zZ CA) �w z d OO V no F� w¢ >° a ¢ zla O o T i L C m N cC T Ln �--CCO O ' Cv ) U O � co m O E � to � CD0or Q O N U-) I� 00 CD co CN lim r—+ c N N c.6O r G w r N0.0 M r oN E O Z Z E OIn a o U ° Q o JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER //—SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW F CAP 3" DIA DOUBLE 2x TOP PLATE —� OF ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT t�� POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION 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. S4 12 SEE TYPICAL WALL SECTION (np) SEE ELEV, PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED --� SINGLE 2x CONT. BASE I PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. �- SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SLI 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. SLi 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT 7 d e a $ d e E G d a 8„ STD.90'HOOK 8° LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 61 WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: Q 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. �2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91I2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL \ J J IL O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. C8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET a GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ;; .. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d 8 A C 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. 10" 6 3/4" 31/2"- Sic p�NpOGL �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING C� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP a 3ARAGE IOOR (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 (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"1 OR GREATER HEADER `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 112" EACH SIDE ' 2x STUDS TYP. DO O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A IV SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKINGW/ 2-16d TOE NAILS rB@LEACH END FASTENED TO TRUSSES WITH 8dREQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( } LU v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C.--- NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (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. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 0I MIL"I Qc3:�iI�1 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL —Y /8"I "J" BOLT @ 24" O.C. MAX. MIN. (2I PER BOTTOM PLATE SECTION Z P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 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 ' s�Ba�PLICE STAGGERED v 10d @ a" O/C ATTACH ALL EXTERIOR STUDS W/ 14 16d TOENAILS TO 76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. c A F= 2240 LBS �T+ SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS -ATE AND KISS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 LRINTELS O SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON / SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING 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) (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" aOXIED A.T,R. t&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING d I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" Q.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° °- R I I I M BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 24 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10"J-BOLTS @" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C, FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. eu N -. d a Z��,, M >,g - am = P_. cc , N SRO N v, • ��,�_ s �� •, F 1. ,. O S S liar /E 11111 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. as W " g 0a E 8 (0 0 A Cc 0) � ���� 2 ai IN') C � � LL � _j W 0a z Cc 0,)a 11� o W 0 Y F_ ` °' °' m w Z ELILWV)CID N M Z Q � ,n V zOU N U o W ❑❑ FIX z N O z�N z o � o J N N M z Q) C o LL 1 ' N w a U O V) �L w o w I.- u) U w m E — � S � z z C) _8 C W 31 W 0 N Ol m ®® o w M s5 Z L ;Z E �o -0 <� Z® �Ix Eo x� o —CL�¢ o N a= o o¢ Wz L <z o y U mo O I,1 Z (n N y m Q W o 1 a O rn W �- ot CID fr za �3 N' 2 1T d' I— a: m E m .---. N cfl ], O T co T co O O i U to C m li O O 04 r O O N U3 F— a-+ C)00 N C37 N N O O QC) N ,�— Q y Z z E 0to co 0 E U -1 v Q p c JOB NO : 22-12552-12545 SCALE : AS NOTED SHEET NO. 94 AI SIMPSON HGAM11 w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (F 1 4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS IF >9" SEE 10/S5 " ) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ T-O" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH SEE TABLE ( ) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARp ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7116" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6 O.C. rns THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE USS) SLOPE OF ADJACENT SCISSOR TR7 MAX. 9 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM i RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER)/Z \ \ SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE �� (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . i NAILS 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 ` 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L"BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL @ 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 BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6 -0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2 X 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° GABLE WEB SECTION(" WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR '- X-BRACING, AND TOP r co" SEE STRUCTURAL CHORD BLOCKING N ffi NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAILw/ WOOD TRUSSES cO 11 50 0 (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING X RIDGE FASTENED AT AT 24„ O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS � 10d & (2)10d TOE ATTACHED W/ 2 -16d 4a NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE . (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r8 SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" 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/ 10d XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 r L CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES MINIMUM (2)16d PER JOINT MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-' I LL BLOCKING, FASTEN WITH h 2x4 BLOCKING W/ - ., 1Odx3" @ 4" O/C (2)12d TOENAILS -. SECTION g SCALE: N.T.S. 55 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT g • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.0.) L BRACE 2"x6" (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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \-STUDS@ 16'O.C. GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING V 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d 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 (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ks qik MM a � h NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1 1 AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a � h NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1 1 AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Cn cv C" > w� ,si at Corr, 01111tt1611191;4 F UCl \4O '•. 5 �'•.,, F L IESS1O i !f 11l1111"'O �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions ofthe drawing pages bearing Engineer's signature and seal. a� F Q o C rJ N N o .2-.-IUcoo) -n a ik u- oLL w n a Y z— =�v — co O tt{ CV W��QjO' m w Z in NZ Q k M 3 Z N � O U 0 W ❑❑ z N o z o� d N z Irrum 0 u- (6 M C' U u, g N in,_ �N � U o 0M C2,U) I Q 0 e CD CD � w Mz o Z g0 } N QN !3 O N Uo �� Z® ad Up X U � U oz z O E �¢ z �o ¢z az Xi _ C Y U hOJ ma U Z z i�� QW Zz rn aa) 3 0< z 50 3-1 �W o �_ =3 69� CD 5�� ;o a UL U� C .0 r C- cfl m O r _ o O (� U — 1� C Fla O 00 r m 0*4 _ C) O N Lo 4-J 0� o O E_ © N 04 C6 O T CIL)Q ai w N M r o m 0 N Z z E 0- E U o hi JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. I S5 I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 \IPIER\ = 0 I zi ae 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" 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 lx WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY .d a '. 'T =1 6x6 W1.4xW1.4 I ' e e. '111�1 II WWF OR FIBERMESH - TTi=1TI=ITI e a. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 oCn APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. Ili W j�INSULATION PER �I�IVV CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90N001< (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE00 STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR I ' 'I I '-` (SEE DETAIL) W/3"MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION r, REV. 03.16.21 SCALE: 3/4"=V-0" B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 112" NAILS TO STUD & (8)1Od 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)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T,S. S6 2ND FLOOR FRAMING - SEE SECTION JiS6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS q °O SEE FRAMING WEEP SCREED CD PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48°SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR 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)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. DETAIL FLOOR TRUSS} ro 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. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH p v: ..e 4. .e �. a 1. III- 111-�1 I r—I I I —I I q LL I—IJi [—I I--[-(3) #5 CONT. ON 3" 8 —IT j 1 8 TT T 8 I[ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ( S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB �I EXPOSURE \ I x SHEATHINGIL r PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II _ Lu NOT FULL F HEIGHT SHEET C II II 0 ? I II 11 JI = IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I _ SB I I II II EXPOS RE 1 F SHEATHING w IIII II I SOLID 2x III I I II II II I °ATHIN ALL o SBCKING 0 � EDGES (SEE III OPENINGHL SECTION -X Lu III C III x II II FxW II IIF E 2x STUDS W III BEYOND. SEE PLAN o II I II I II II I I 0 ILI I—LiL� I 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM °AIAI I rl r-,iA-rI^AI r'%IA^r*%AAA 3/8" "S" = NAIL 3/8" SPACING Z-1 .S 3/4' S 1/2„ 1/2" — 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 SFF off, 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 MINIMUMY" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT F PENETRATE SURFACE MORE THANy". z UA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o wl 8d COMMON NAIL J w E � O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ � O a ¢ w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. rrro0rn o LL W' Q (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL Z N W p 0 MEMBER IF GABLE END U. w LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .13V X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 OpFN 0 R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZON T @ 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 WWF OR FIBERMESH C .•A. ,•d e" ri n M e e" a 1�11111�111111111 9 �. _ --- 1�1 1111 e_ e_I I III — III # 5 REBAR ON 3" CHAIR 4" 1 �-8" ((8 /3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) F (2) FTA30 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. 00 FINISH GRADE co ;III„II a T @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. cra CNJ CnI c ct ci _ cac—)C�A ��>e � a_ R CZ L y> -C, a., cn v to ,.a .s.7 a o w tv E- ti U �• �O F) �.*�_ 1?0 � ►tire o��`` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q0 E co 8 v C 0 CV 0 �� p tnti�� M Q 0 Q M V :&w C J LL LL w w a w sm9 z� wZ_/. W W 7 'M r- �_ og W ILZ W °' co M Z ¢ a Z N °U U W V M C, z N O o Z OHO N z I; a J U) c/1 -- N M ;2! U' S 4-1 0 W c V) �N v � W R E o �•,.- _ $Rig A ®0 N CD w M z Z a ce E zo >g ZN Q o Co V wO o0 Co _ _° 0 . E C:. p 0 ¢ a z L U) C Z C)Y '0 O� N J "-� a ° aw z z to w g ZO 5 0 a Q <0 mw _� C.T% Qo oLL A o z wz >0 to a C •° T^ u: hi r C.C> A O r fD 3 co c C:)' _� O W 1.[ �_ C m COo 00 0) � co O r -1 c,4 O 04 LO 4-1 00 0 O n N O LA-)aico CO r N M r d N _ C O W Z Z E Cn L c a .° a o JOB NO : 22-12552-12545 SCALE : AS NOTED SHEET NO. S6 (MONO) DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER lx4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. 1x4 P.T. TO PRODUCT APPROVAL FOR CONN. _ / 1x4 / APPROVAL FOR CONN, // 1 X 4 FURRING 3-1/4" LONG X 3/16"0 j FURRING 3/16"� X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 %2" DETAIL 1x8 w/ (2) ROWS 8d NALS ►� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. " /i 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT APPROVAL FOR CONN. / � (2) ROWS 3116 x 3-1/2 �/ /j� /' x 3-1/2" TAPCON @ 16" O,C. & 4" FROM EACH 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 2x DETAIL 21/4" DETAIL STAGGERED @ 12" 0` 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7116" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE 1N O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)1 Od 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE 81 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--� ANCHOR INTO ARCH BLKG. PER INSTALLATIONDETAILS 1/4" MAX tr SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� Z-O" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3114" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.} 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W1(2)10d NAILS AT EA. END ------ _x LEAVE A CUT OUT IN O.S.B. ON T ------------- �- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31 /4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DPAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK (1 /7 ±5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (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 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Yl" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL_,� SCALE: 3/4" = V-0" SS i i i GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 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 F D L 0 MORTAR IN BE JOINT. DO NOT FURROW. SEALANT _ . , ..' a = I — — II — — _ I • PRESS PANEL REINFORCING INTO PLACE. r� 6 MIN. LAP SPLICE W/ — D •D LL rrII 4 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�- GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP D. .prr- G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV REMAIN FREE OF MORTAR. NOTE: m z •' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • D 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 \ D (2) #5 REBAR. 1 STORY (- ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN ,R YP.) fHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS e® / #5 REBAR (TYP,) ®®♦ ♦1 1♦ 1♦ ♦♦ '♦4§TTD. 90° HOOK (TYP.) 1♦ FIRST COURSE so o� so 00 2"x BOT. PLATE W/ (2)10d @ 6" O.0 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" Q.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 14W 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYR 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE--j----- j \ PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW--L—hf--I— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET 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 2X0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" VFRyq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + + G<FNGTy (2)1 Od NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT + III 2X4 SYP I. EACH TRUSS CONNECTOR SEE LINTEL SCHED. I CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX, 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1 Od 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:3— - CFF Ct-tFFT fly Amn z 0 U_ o LU tL H 0 Cn ' FILL 1st 4 COURSES SOLID WIGROUT } a e FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' a ' •,.4« a OVERHAN •, ,d . •. <' d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1-011 51-011 '• tt D "4s — e ° a#5 BAR y . D• 10" s D P ° p ° . .• CENTERED W1 IN TOP o ° I o a KNOCKOUT/ C14 CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -! CLEAN FILL .> A. DIRT z STANDARD C?9� HOOK N #5 BAR IN FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL SECTIONN DDETAILS 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"x5" MIN. HOLE SET BAR IN EPDXY I I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N ; cn o Q y =� �► cc f-9 N C= C'4 e0 w 7. S 4t.,,V. d J CW4 A UOOF m ^- F L c4i '••.......' w 1� 40 F E S S 1 0•,\x I I I I ItI1XV11 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W -5E O 8 v�p00 0ti 1A4 N M �Na U Lt QN M V z52 � , J u_ V- 5 LL LLI a w Z cc C n 0 113 r co 1 oCV _0 Y, W U) W Z co J M Z Q Iz NIIIIII IL N N O U v Z W ❑ ❑ CD v z N P z m � Q J - N N z 0 _ C3 0 +� � V O—� �r 9 N e, �N U W J c Q .0o ®® , N O � o co w Z co coo z Z i N E �o QN 2i _® (� F CL O E g� U XU �a O V O 0U a� z O y WZU <om� a W C/? C Y 0 W J a ° z rn a`ni ' a ° LL a ' D �w C) 3 Sao �� , C::,6i N z M .0 I� O u= g1< ° r_ T— N > lit rn N C� ca C,'j 0 U O C m T o 0o U- E O r 0 O N LO ~--• O C? O N N N �j C Q C4 O T 000 N T CIO�-- (0 c O CD M Z Z E O 2 C d E U .° Q JOB NO : 22-12552-12545 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 / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 �' BOTTOM, GLUEDAND 1/2" NAILS) / NAILED TO STRINGER \ / 2x12 TREAD i -- GLUED AND NAILED ' 2x� I DRAFTS P 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ _ 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" V VP%LL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT kRS IN WALL I 2x12 SYP BEARS IN WALL I —2x6 SYP / 2x4 SYP BLOCKING 'X 2x4 PT NOTCHED INTO STRINGER FOR STRAP 4) 1 / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" / fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' 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 STOP / -2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS 1 I -I--2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 tCOMPONENTS IDE MOISTURE \ ECTION / LZATTACH / T"X 2" O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. \ / GA"� TOP OF \ STRINGER I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' ' STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH It \ 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON14)1Odx 1 1/2" MTS12 w/ D NAILED TO FLOOR WITH GLUE NAILS STRINGER CONTACT POINTS ) N VIEW "D" SECTION VIEW "E" SCALE: 1" = T-0" SCALE: 1" = V-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" I SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK --2x$ SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS r� J ff i 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) EN "Ma / `-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4"GLUED AND NAILED TO STRINGER 00R DRYWALL SPACING H E SECTION VIEW _ SCALE: I' = 1'-0" -3/4 PLYWC ON DECK —•2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C—� NOTE: 2x8 ' \ DRYWALL STOP \ NOT SHOWN STRINGER \f OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST 6;� 6�� OR 1 a'X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G11 SCALE: 1" = T-0" BLOCKING F SECTION VIEW SCALE: I" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING6 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \ NDo D R 2X BL05KING RISL!t VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" C" +�v M 5. 7, CIZ €'1 r� ''W na �, r_ E !� e3 as . t-' )hill NX8¢G W rPrf J ro r {#+#1l1y11ii 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. OMEN` ` W f 8 Ea O M N 6200 y7 ci N n 8'la O j aD N ���pp' n t N M V J V; C J LL 11J i LL LL awn ,n J V _ Z , am a 5 r o ih. W ogti�Rx " W rn rn co 0 Z � MZ d Z w O U 1 W ❑ ❑ z N ca O z z a o J — 04 N M C!� N z 0 o u- a--+ 0,,�0 V) U W J 2p I I z Q N m oCo w M z � J LL cxT E Ooo ZO g }N Z® v O E O a � z co wo az ¢a mw L ro C z 0. m0 o Z z _ w J 'm a }w z Cl) o 5z W v w� a yF <o LL o as x,do C) co u of < x �U c •0 T ui rn CO C 1� O r T— �p 3: Iv— co c O C.' tY:)ca O 1 CD 00 T U—cN Q O CD O N U-5 CD co O -� >� Qj N N � (� O T C=? (D 04 T M I— o M � Q ib z z E C) d a E v -j ¢ o � JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. *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" (2)-12d TOENAILS EACH SIDE STRUCTURAL SHEATHING ATTACHED PER NAILING PROVIDE 30" LAP SPLICE SCHEDULE @ F.C. REBAR. `F SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ ROOF SLOPE PLANW SHEATHING O OF HIP/RIDGE, TYP.BETWEEN (2) ROWS OF 10d NAILS @ 4" O.C. BLOCKING TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD g n ° MASONRY WALL TYP MASONRY WALL 2X6 P.T. CONT. SEE FLOOR MIN. 2x4 #2 SPF P.T. 2X4 BLOCKING FLOOR TRUSSES SEE PLAN LEDGER T&B W/ (2) PLAN FOR MORE CONT. W/ (2) 4'x3" BETWEEN TRUSSES TRUSS @ 24" O.C. 1/4" X 3" TITEN2 @ 24" INFO. TITEN2 SCREWS @ SECT. A -A XA O.C. T&B 16" O.C. TRUSS OR ROOF SYSTEM G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D DOUBLE KNOCK -OUT TRUSS X-BRACING - 2x4 SPF OR TO PREVENT PLYWOOD BLOCK W/ (1) #5 ALTERNATE: SPAN FROM EXCEEDING ACK CONT. IN EACH (2)2x8 SYP #2 P.T. SYP w/ 2 16d @EACH TRUSS MAX 24" SPAN (EITHER USSES HIP COURSE LEDGER ATTACHED TO MASONRY W/ WEB SIDE OR BOTH IF REQ'D) G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON LUS26 w/ S H EAR T RAN S F E R @ (6).162" x 3 1/2" NAILS EXTERIOR. WALL SIMPSON HGAM10 TRUSS TO LEDGER & 52 (2) 12D NAILS 4'-0" O.C. T & B (4) .148" x 1 1/2" AT 12" O.C. MAX SCALE: 3/4" = 1'-0" FLOOR ATTACHMENT 50 LEDGER DETAIL 51 HIP/RIDGE BLOCKING DETAIL 2 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE 'RR • CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.—t TRUSS SCALE: 1 /2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. Wl (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) 47X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"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 @ INTERIOR BEARING WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 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 S 1000 SQ. FT. OF FLOOR AREA & SEALED - PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @a EXTERIOR PROVIDE 25" LAP SPLICE @ F.C. REBAR TOP -CHORD BEARING FLOOR TRUSSES @ 24" O.C. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 5/8" SIMPSON TITEN HD, MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. WALL 53 E SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" V-0" 6" 6" TYP. TYP. O O 1 O O O O I I SPLICE O O O O O O 2'-011 SPLICE BEYOND 2'-0" PART. ELEV. VIEW L DBL. KO. BLOCK b.. o.. -- ---- MIN. TYP. MIN. a a a 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICETOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDG k SPLICE DETAIL 54 SCALE: 3/4" '-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—-,, — PRE-ENGINEERED ROOF \ TRUSSES AT 24" O.C. MAX (2) LAYERS 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 NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" 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 STD 909 HOOK 2. MASONRY WALL PROVIDES (1) 45 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER wl (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/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/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TEi AND SEALED PENETRATION AREAS W! FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.—// (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 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 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6)10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3)1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO �--1x P.T. BASE NAILER ONE SIDE OF THE --STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA :5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE \ (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN, INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) .. U 8" CONC. BLOCK (TYP.) PER UL905 �a_ 1x P.T. BASE NAILER [c, 4 N 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) _ o (4) #5 CONT. _ STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) l WU1\ 2-STORY PARTY WALL SECTION P SCALE: 3/4"=V-0" PRE-ENGINEERED------ FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. — (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS. —� CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —\ SEE PLAN TOP OF PLATE —TOP COURSE W/ -- LINTEL SEE PLAN SEE PLAN OP OF WINDOVV_ WINDOW PER PLAN 8" C.M.U. WALL 10'-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 TOP OF SLAB 0'-0' F. F. 00 VARIES WITH Ir o SITE GRADES TREATED SOIL - `" SEE PLAN N 1-10 0 0 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION 55 SCALE: 3/4" = V-0" REV. 08.20.21 ga!g :ccC L C-Ax- HR ", to v 'tit ���i��10i13111►IJIOI x ROW /4r�i SE ••N_ C , �� 0 �y :• aid F LQ •'• ``' �� E SS.10 fill 1'1ll"01 ��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W I" of O fh E O W N m �� VJ So � � J Q C L- -r W J LL LL d �% Z 13 W —vim a 4 L Z w o N U) C w Z IL ILW . J MZ a Z N O U < W ❑❑ z N M vCc z o a J o LO V) M z cD a cu ry p m U 0 V) N w o ._ U f— J E c "' 0 N o M w M m ¢2 o S V5o Z i LL >� oE O Woz® z oa t— CIL O E N¢o M0 �a az C)0 o< az ww i ao Z O Y m2 F o O _ C cn J x� m < " , Q W Z0 fn oa 5 a �z 3 O ¢< � zla a 00 3 e T > d. a� m C14 co V! T �_ � � O 0 o CD � c'Yi � r - m CD 60 CD r 0 O �-CN o M N C to 9 CV N_ Q CO o r 00 m r N M .— o E E O z z E � = d E U Q 0 10B NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 2.6 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "VI' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asr# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER dE BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIN UNDER DECKING (SEE DETAIL WP07) ED FLASHING M ILlIVI IIIVV 1 L/9V1 IIIVV 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 81, CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE a a a V-4" PER PLAN V-0" PER PLAN SHOWER SLAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF r.� SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 51 ui w DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1 .1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. '\ WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or % other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The / No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE ADHESIVE AS SOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER O' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. 4 FOUNDATION WEEP SCREED --- --- II I' STRIP OF SAF DRAINAGE PLANE WRB I I I BOND BREAK WRB SF LATH I II WRAP DP WRB ONTO THE VERTICAL II ISURFACE TO TOP OF FLANGE AS AN AI R BARRIER I 1 I I I I 3-1/2" INCH FLANGE I I u PLASTER STOP THIS NATU ---------- DO Ni CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A 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, IOSB% PLYWOOD, DENSGLASS 6 � FRAMING SHEATHING ANE WRB WRB Cement Piaster 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 rr'S 'cat cot tV em Cf� � cc E! -p ' �. ec r V9 r �® r� >m CV tv c7 CV N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E 0 8 4 0 43. - 0 N c �* _N C) H s '! a L (0LL U_ j3 Lu W o Z =Lu _�_ N m O i U) O m .l i N N Z ILIII, co LL Q aN OU °vd Z W Z N M Q g Z Co N 2-1 h Q J d � M Un/11 Z a W c,, r6 w W 0^LUC! �tJ / Ly N •'� (a U - r 8 asW 1 U o 9 Q Co Y N rn • III° o Mw¢ w Z M o � a J CL E o E U o= N co UO t_ r6 �O xU a F 0O O OE N �o Zo dZ ¢w L CY i U "jO m 0 OLL Z 'z N J '° - `ai � °o Z z ao n t i G C)-2 �_ = J a Jw <� ;o m zl¢ d 3 i N t� a r c-6_ E co r O CV 4- Ct� tj U to T o c0 C m LL O O 00 c-p _ O 00 1-- N N O o - U5 00 r M 04 o E O z C z E O a E U -a Q0 JOB NO : 22-12552-12545 SCALE : AS NOTED SHEET NO. W P Mounting Brackets ;i0 Gig gl Unit Wtturl i. F Hurrieane$traip `�-�•..�,,;��� � {`iy�pi+wal::3ln front).. Self- o ,kirtg Nuts; I 7 (Maybe clut to W) Left Bracket (16 Gauge)N F4 Self It lino uresq 1bru Btackets III Cross Support lntcl A/C Unit 8oittorin Slide (Typlc* 3 each side for hurricane use} MORMATION 5lwcitic de/ala6lacq +;4artew4�L ns?nC issrsiv6W+wit6 �pM k%ufxlube'AS3:lea a . titdYs4t E]featg iveBfA'�ie rutanil SargAarst Florida Department of BUsiress & Prolesslonal Regulation Fsge i oI Building Codes artdStandards l2riar2ml Product Approval Application Detail Ca& Entuv rc Cog ,We_. Gate Pauolno ,fie mm YNalat Manutesnurer rc 6"AQ Pn(9heer8 thanes Yatlr} ad Ba VaUft d il.Pi raitryd Fsc Approval AD ANhrnetion 2020 smart Vern Roduoa, Inc Wheal Graham Hennes F. Nwigo P.E. Lade 56'd" P.E. 12it612020 i2lim-020 -f=V2020 Approved category::arnictural Components. (677)441±5368 PE-13M 034)3017-1 W3 ScalsggdryProducts introduced as 'Ra#utor inforbitwntoom N-T-hnalogy compllante:Method; Evalua6m Report from..A - Florida Registered Arch$eotora Licensed Florida Proiessbn if Enorreer � tom. pop 41.11W Aasuraitde Appfoy9dfbr Use. Asxlroyed for Usa. (Impact casino San&. Product Matlsi.Nunher wr�nre Product Deawintlon CvMn #E.*-Al-Data In HWz outside HRH2 Resistant "Asure. 1 EmertVem Modal JFl546510 D-TFundim Flood end Venaat:on Vast 12GI12M Yin Yes NIA +1001-100 2 SrrrVent Modal#1540-51f DuAJFuncBm Flood and Wrilistwn Vent lzJv023 Y.se Yes NIA +100,•lw. 3 SmarlVert Mlodel#1540-520 msulatod Flood Yolit 1=121123, Yes Yes NIA +100/:100 4.. snnrtVanl Model#1540.5z1 Insulated Flood Vstd 1213111623 Yes Yet NIA 000A10, 5 SmartL/am MpO1111 540524 188,qud; Garage Door FIp dVent 12r3112023 Yes; Fes NiA NJA 6: :,am Went Modal#1540.570 wood Wall lbsulateet Food vent. lmfbg2 Yn Yes.. .NIA +10011.100' 77 `6manVent Model #154c.5%4 14,5&qud: Garage Odor Flood Vail 12MOD29 Yes. Yes NIA WA, Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Page 2 of 4 4/252022 .:,. ,�petMnr ,:-. bZ: DataP ,gam:. Tube Verslaa Manufacturer Don �: Enplrtee�B Lipanae Validated By �a ldatett 8ubml-ed FBC:AporoVal. rfti Aoorwatl Status ReVIS .., Ion 2G2.. Tharme-Tru Corporator, pJ-.ap Steve a arao'n L n F p I -E :,. ydon .Sc.mdk.P Ryan J. Kin P. E. ! 0415t2021 12rdtr3020 Q412712021 061Q8S2021 Approved Categ4fy: Exterior Pooh; (800) 843.7528' PE-43Att9 (813) 767 55' Subcategory. Swinging Exterior Door Assemblies: -!%%persongthermetru:m - ComplianceMethod: EYalustwn Repoitfrom$ on Florida Registered Ardhirectora Licensed Florida Professional Englnear Quatlw Assuranoir Approved for Use Approytoo for Use Impact Dealgh sed'ff Product Modal Number-Nlame ProdggtQeacrllbt[I Contract. Ezbletom Date in HVHZ Outside HVHZ Resis ,tent ssu re 1 a Therma-Tru Fiber -Classic and Smooth=Star Nominal 6&#888 &quotlmpact&quot,.:Opaque .1218112022: No. Yes. Yea N/A Compo�ta Edge Fiberglass Single D6ar- trigwingioutswe:g Xeomouratim) 2 b.Therms-Tru Fiber-ClaselC9nd Smooth -Star Nominal 6&rf88,8&qugtJmpact&quot; Opaque 12131f2022: No. Yes Yee N/A Composite Edge Fiberglass Seigle Door with j%t(s) 0neWngiOutswdng; XO, OX orOXO raSon%) 3 c. Therma-Tm FI r Ctassic and Smboth.Star ba o m 6 398 u- i ac e N m al &# of t& uoC u 8q mp q9 12f31l2022 Nd. Yes yes WA - m Ed r I s Doub or Co to a F be as NDoor with 9 e wlthoutSdelRes nilswirg110uMwing XJ(a OXXO conNguratlona) 4 d. Therma-7uPober Glasscand Smooth -Star Nominal B&#3968quotlmpapt8qudk,:Rpaque 1213112022 No yes es MIA Composite Edge Fi berglasa Sidle Door llhsWnI;f{Outswing; koonlgurob* 8 e Thema.Tru FIbBr Classic and Smooth Stir 'Nominal 68#39,0 &quotimpaciI Opaque 12131l2D22 NO Yes: Yes NIA Composite Edda Fiberglass Single Door with SdI.Rets) (Inswing/Outswnng: XO, OX-.QXO configurations) 9 ) 6 f Therma-Tru Flber-CAassidand .Smooth -Star Nominal 69M0&quaklmpact&quot; Opaque 12131/2022 No Yes. Yea WA Composite Edge Fiberglass Daubte Door win or rMthout Sldalites (Inswingl6utsxrng' XXdr OXXO conriguratlonc) 7 g. Thermo-Tru Flber Clasato and$mooth-Star NominalS&#39A &quotlmpaet$qugt Glazed 12 lr422 No Yea Yea WA . C unpoisite Edge Flbeiglass,$tNle Door -: linswirglOub he X doniigurab.) _ 8 h. Tharms•Tru FlbeaCl2 sand Emooth t r ss1 Eta Na In B&#39'8 Saito m al , &q pact&gUat,Glazao 2u 1 22 1 3 !20 No Ye s Yea N/A Composite Edge Fi berglass Single Door with acrotite(s) pnsWngoOuteWng, XO, OXor OXO configurations) 0 i. Therma-Tea Nonunal:6&#39;8 &quotinspect%quot; Glazed 12/34/2= I Yes Yea NIA Compposita Edges Rbwgfr s Double Door with or without Sldelites(ler>a ng10ufswmg,.XXor OXXO configurations) 10 ,Therma-T F r-Classlo andSmooth-Stair ru IbaN r,lbt v mma1.88JF3$0 uo I ct& ua Gland mpg 9 t 1213'1J2022 No Yoe Yes NIA Composite Edge IassS la Door I Dog P . 9 era rig (rncy.InglCuiswng XoOrlflgUratlon) II k, Thatma Tru Flbet-Omrc and Smooth -Star Nominal. 8=80;0&quot,lmpagt&quot;:Glpzed 12AIdID22 No Yea. Yes NSA Composite Edge Fbergless Single Door Vkh sdelite(s) (I nsyGNtOuiswnng, XO O3(or OXO Cohfigurations) 12 1. Therme-Tru Fiber Ctasala-and Smooth-aar Nomin&I s&#39;0 &quat,lmpact&quot; Glaaed IX31)2022 Na Yes-. Yea N/A - Composite Edge Fiberglass Duuble Door with or vdthoutSidehtes (InsWng/Outvwing;:70Cor OXXO configurations] 13 m Therma-Tru PI r-C - be lassicardSmooth-Star Nominal88#39;8 &quatlnq>act&putt; i3lazesi Molded 1213112022 No Yes Yes WA Open composite Er e-.Fibergfase Single ➢oor 1nstwng1OuUWhg; mnfi966tiori) 14. n, ThermI Fiber-CfI Smboth-Star Nomtrr;I%r39;8&quotlmpacMquot.Glazed Molded 12r3112022 fife: Yes Yes WA: Often Composite Edge, Rherglas,5ingle, Door YAM ,. Glazed taloided Open Sldelita(s) (InsOng/Outswingi. -XO, OX or OXO CmUilu iatcoa) 15 oThermIFiber•Classleand Smooth -Star Glazed Molded IIW 2022' No. Yes Yes. WA: Open Composite Edge Fiberglass Double Door with or without Glazed Melded (Open Sideliies. (InswinglOuterwngi XXcr OXXO vonfi uratAms) le p.'Tliorm Fry Fiber -Classic and Smootlh.S r Nominal 8&#39;8 &quoklmpact$quoF, Opnqua 1213112022 Ne Yes Yes WA ComIs Dear With Molded: DpanSidel'tie(s) {Inaw'1.n !Oun ;Xfl OXor OXO coniguratims, 17. q:.Therma-Tru Fiber -Classic and Emogth-Star Nominal, 601&quotlmpact3quoh. Opaque 12731/2022 No. Yea Yes WA Florida Department of Business & Professional ft"viatlon Building Codes and Standards ProducYApprdval Application Ntall: P-east �'I 1(An{dTt Cade €gugC81 CIE vkld D&e Penrltno 8�4 jyp$ Version. Mai,uratturer Conrad- IbHdnesr& Ueenseyowed.sy Validated ajbmned F9GAotiroyal ApOroVW &arts.. ROylsbn :2420 PGTlnW.H. Jens Roeawstd NGeM-Dada_ SeC_O -rCER Mkmi-t}ade9k:CO-VAL 11/18r2020. im4i2020 11(2,V2020 Apprgro]. category: Exterior Doors {041)4W-pj0(1 (786)31$-7$9,0 _ - - SubcategOw'. Siding EKWor Ddor Asserobl(ep frosdrrsM@pgtindusldese. - DsmiiliapaeMethod: CarilfitgOod Merle ar. Listing Dm. a -a Y. ProdNode. Wrob MNama. Fho�refDoecrlotion I, 6G%70(Large MssllElmpad) Viryl stiang ratans Door Imgatt 221 N Went. Prefsurs.. Yea WA Category/Subcategory Manufacturer Product [description Appror�ai Number s} Tent Pre res Exit, date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth-Star(NON4 P> T) FL 0 1 e1 + 7.01 7.0 psf 1 '1, 1> 2022 ThermaTru Fiber -Classic and Smooth Star (IMPACT) FL20458 67.0/- 7 0 psf 1 1 11 0 2 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL 0470 +80. }1-80.0 Psi• 1 1 1/202 B. SLIDING MI Windows, and Doors Series 420 FL15332.1 - FL15332,5 +40.01-40.0 psi 1 / 1 /2024 PGT Series 5570 NCA 21-0205,03 +38.7/-38.7 }get 4/1 '` 02 Pella Corporation FL2546 C. SEC11ONAL Wayne -Dalton Series S t110100/820 ? #1105 ( 7F) FL8248.3 +31.01-3 .0 pet' 12/31/2023 Wayne -Dalton Series 8000/8100/ 00 #1123 (1 i FL8248.10 +30..01-33. psi 12/31/2023 Wayne -Dalton Series 3{100181001 00 #712�1 1 F1-8248.11 + 34.4138.3 s1 _�''. 12�'3�112t'}23 D. METAL LOUVERED DRS T L Curries Di%A of> ADG Inc urn sign 507 707 727 747 and 847 Single & Pairs f Doors � f � � a FL1 5 .1 1 37 A (see inst s h ) N1 (s ht� 1 /311202 5 2 2 2. WINDOWS A. SINGLE HUNG; MI Windows and Doors Series 185 FL17499.2 +60.01-50.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 Pella Corporation Series 10I20 FL11205 + ,.0l- 5.0 psf 5117/2 i27 Pella Corporation � Pella 10 Series FL16603 +60, 0t-SO. psf 12 2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.8f-5 .0 ' psf 2/1612024 Pella Corporation Series 10/20 FL11151 +30.01-30.0 psf 3/27/2023 (�ti Pella Corporation Series n Window Sri10 Sliding 11�J FL1 8 1 2 1 I''�A 151 5 2. 2031 C. FIDE � MI Undo and Doors Windows n Series 1 FL15349.1 80a0I Ob0 psf -� p 4 312 23 I � PGT Series 5520 FL243..5 NIA 4/30/20 5 Pella Corporation Series 10120 FL6694 + .01-50.0 psf 711 '2024 PeCorporation 11a Cyr a oFixed 10 Series Flange FL18280 NIA 512512031 D. MULLION MI Windows and Doors Series 5764 FL1 3 2 5 3 12131120 4 2 PGT Series 5500 i=L261.1 NIA 5/25I2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank La Sidi and HardlePlank L Siding p rig Lap 9 F 1319 .1 - F 131 2.2 L 2 L NI A 12/31/20 3 2 B. SOFFITS Alside Solid and Vented Vinyl Sofiit FL15272.1 - FL15272,2 +75.0f-75.0 psf 12/31/2023 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psi' 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional F L10124.1 NIA 1211612022 B, UNDERLAYMENTS Tamko (far Shingle Rio 151b Felt Underleyment FL12328 NIA 812912023 Plyglass USA, Inc. fvr Tile Roo) POLYS11CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1618.1 - FL15918.4 Nib► 9/912026 Florida Metal Products inc - f Vent �VIO 'L2158 .3 F t1 NI � I31I 0 4 12 2 2 Lomancd Inc DA-4 Exah t Vent us FL17 0 .1 2 2 �. 7 51-9 . 9. 7 f psi' 1 111i1 2 21725 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849. 8 NiA 12/31/2025 Boral Tile Saxon 0 y ? L a6 - 7 9 0 F 7849 1 FL 84 .2 N1A 21 1 1 31 2025 F. METAL ROOF Drexel Metals, Inc. DMC 100N DMC 5 S D C 5S D !C SY 1 (1 St M 17 � I+I�i 200E DMC 5V FL17 79.1 +01-180 12/31/2025 5. SHUTTERS TTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 t FL 507 .2 WA 12 31 /2022 All American Shutters 81 Glass Galxenized Steel Storm Panels FL17889.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS t USP Structural Conn, see chart Strong-Tie Simpson Strong -Tie see chart TRUSS PLATES ITW BuildingComponents p Alpine Truss Plates p _ FL1999.1 - FL1 9 .4 8 9 (�'' A 1 31120 2 24 iTek industries Inc. M � f Truss Plate s FL2197.1 - FL2197.5 A 2 31I 022 1I sae.. C. ENGINEERED LUMBER Weyerhaeuser Rim Bogard, LVL PSL, LSL FL5527.1 - FLU 527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Linter NOA 20-0630.15 WA, 9/ 1112023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2 12024 The products listed below did not demonstrate product approval at plan rue . I understand that at the time of inspection of these products, following in#orm ati n must be availablet ins c s' y o the I pe for on the Job. ice, 1) copy of the product approval, 2 Florida Department of Business& Professional Regulation Pagel oft Building Codes and Standards 1125rm22 Product Approval Application Detail Cade EntiM or Date Bag. Date Pendino Dow Version Manufacturer 00that Engineer & Ucense Validated By vallaw Su6mrtted 171304Mroval Anwsued Status Revision' 2020 Therma Tru Corporation Stevedasperson Lyndon F. Schrrsidt, P;E Ryan J. King;. P-.E. O712S/2020 07A=20 07/29/2020 WIN= Approved Category: Exterior Doors (800) 843-7625 PE-43409 (813) 767-5555 Subcategory: Swinging Exterior Door Assemblies siasperwri jthermatu.co Compilamep Method: Eyaluatom Repoitfrom"a. m Florida Registered Architect six a Licensed Florida Preesslonal Engineer - .:., . FL.#gB47D•IY3it3redkfcYs., . Arralihr Ase ru ante Aooroyed for Use Nnoaet rleslan Se A Product Filgdet. Number or Name': Product Desert otion Contract Expiration. Date In HVHZ Dutstddo VW Resistant Pressure 1 a Therms-Tru Fiber -Classic and Smooth -Star Nominal 803S88quodmpaat&quot Opaque 12131r2m Composite Edge Fiberglass Single Door Yes Yes Yes NIA 2 b Therm&Tru Fiber--Cassicand Smooth -Star I (InswAng1OufivMn9; X configuratioh) Nominal &#39'8 -`Im & not a e 2/31/20 6 &poor.. pack q � q 1 22 Composite Edge Fiberglass Single Door with XD,DX;or0,*D Y es. Ye a. Y as NIA 3 c.Therma-Tru Fiber-Classlcand Smoo"lar Sidialte(s)..tlr*Wril;fOutswng contgurairons) Nominal 6&#39,08qugtlmpsct&quotfl0aquo 1291=22 Composite Edge Fiberglass Double Door with or Yes. Yes Yas NIA 4 d. TriermI ru Fiber -Classic and Snwoth-Star wnthauYSkleirtea (lnsW hiVOutavdng; XX or OXXO configurations): No Squotfmpact&quot'Opaque 1?13t12022: Composite Edge Fiberglass Single Door Yes Yes Yes NIA $ c. Theuna--Tru Fiber-Cl assicarid 6'moath-&tar - (Inswing76utswnng; X:configuiaboh) Nominal &&#3RO&quoklmpact&quot:Opaque 12/31/2022 Composite Edge Fiberglass Single Doorwrith - Yes, Yes, Yes WA 6 t Therma-Tru Fibsr Classic arM Smooth -Star. Sldelbe j)-(loioming/OuiaW rig' XO, OXor OXO canfigurafians) ` Nommal B&AII &quotilmpect&quot opaque 1713Ir2D22. Composite Edge Flberglasa Uou hie Door with or Yes, Yea Yeas. NtA 7 g TheXtlla-Tru Flbea=Classnand Smooth -Star vdthoutS deiftes(Ineytlingl0utswing, XXnf OXXO coM'guratIzhs) Nominal 6&#39;8-&guotlmpsd&quot'Gland '1213112D42 ComposiI Fiberglass Single Door - Yes. Yea Yea NIA 8 h. Ttietma-Tru Fiber -Classic end Smooth -Star pnswinglOutsvnng-Xconfigurationt Nominal9&M,6 aquoCmpact&quot, Glazed 12Y31 r2022 Composites Edge Fiberglass Single 000rwith Sldel7ca(sj.(rnsw4ngl@utswing; Yes Yes Yes. WA 9 Therma=Tru:Fiber-Claseicr'arid S,mooth•Sfar )(O,OXor OXO configurations) Nommal&&#3g,86q0ctimpataktIoVeand 121$1004 Compdahe Edge Fiberglass Dou hie Door V4th orr 3uboglrig;)(Xcr 7XX0 -Yes.. Yes. Yes. NIA 10 J Therma-Tru:Flber-Clossic and Smooth -Star wthout 5ld@Ines (In"InSt oonftqurallons) Nominal S'8039,A&quotlmpac[&poet Glazed 1213V2022. Composts Edge Fiberglass Single boar. 81Ig; Yes-. Yes. Yes. NIA 11 k Therma-Tru Fiber -Classic and smooth -Star (InsvdngJOuia X configuration) Nominal 8&#39,D 8✓4uotimped&quot:Glezed 1 MV2022. Composite -.Edge Fiberglass-d41-=1Iwath Yes. Yes: Yes: WA 12 1, ThermaTru Fiber -Classic acid Smooth -Star Sideite(s) answing/Outavdng; XO, OX:cr OXO configurntons) - - Nominal 8&W" &quotlmlract&quo! Glazed. I Wi 12022 Campcs"rls Edges Fiberglass Double Door with or Yes • Yes Yes WA 13. m Therms Tru Fiber-CYdstIc iah(I Smooth-5tar wit hautSideldes(Inewing/Outswmg )C(or01 configurations) Nominal 0&#39 6 &quot;lmpact&quot iOpag116 12(3112D22. CompostleEdge Flbarglasa 5gn(JIS botif sMth- &qum,rdoni tmpecl&coot. Sldel'. Yes, Yes. Yes NJA 14 n. Trwroa-Tru Fiber-Cimlo'mod Smooth -Star A) (lnemrr21O& wing; X0, OXor QXOconlqurations) Naminal6&#39;B 8quoY,ImpaGBquot Opaque 12135I2022.. Composite Edge Fiberglass Double Doorwitti 8quotwoo-1mpad8quot Yes Yes Yas-. WA 15 -o.Therms-TruFTpor•Classid' andSmothr8tar Sidelites (InswvriglOutswing; 030Cfl configuration) Nominel8&#3S;Q&quotlmpac0quot,_Opaque /27311204 Composite Edge Fiberglass Single Doorwdth- &quogNon ImpaG&poor; Sidehte(s) Yoe -Yes Yes: NIA 1.8 pI Therms-Tru Flber-Closslp end Smootn-star: 8rlaWndlOuItWing; XQ 0X0rOXPgbnfigUr0t0h$) Nominal BUf g„,O'kUdtlmpaet&puot�'UpagUe 141112D22 Composite Edge Fiberglass Double Doorwlth: &quol,Na7-Impact&qudt; Sldeldms ing; Yes Yaa Yes NIA 17 q Therm-Tru Fiber -Classic and 8moothStar (InswinglOutsw OXXO configuration) Nommel6 fig n) mpoct8quoti .Opaque. tZr3112D22 Composite Eega Fibeglase Single 17oisr Yes.. Yes No WA 18 r. Therma-Tru Fiber-Classicand Srgoflr-Star (Inswir1g/Outswing; Xoonfguration) Nominal 6&#388 &quoC.Non lmpact&quot Qpaque: 12131f2022 Composite Edge Fiberglass Single Door with - Yes Yes No WA 19 :a Therma-Tru Fiber -Classic and S'rnooih-star 5ldeite(sj (IngWriglOulawing, XO, OX or.OXO corrfigu'rattona) NommalGB#39;8&gwot;Non-Impac*W; Opaque- 1'213172022- Composite Edda Fiberglass Double 56o with or XX Yea Yes No NIA 20 t. Thestrow-Tru Fiber -Classic and Smwth-Star wrthdu[Sltielites (IiiSWingtCu7d^dng, or OVO comprailona) Nominal 8&#3$0 6q6ot:Non-Impaot4quot Opaque:: 12(3112U22: Oompoerte Edge Fiberglass SmWo Doer Yes. Yes. No NIA 21 u. Therma-Tru Fiber-Cleasic and Smooth -Star (1-4rWOutaw.dng; X configuration) Naminal88#39;08quotNan-I mpact8quot Opaque 12131/2022 Composite Ec'igs Fiberglass Sm2W Door with Yes. Yes No WA 22 w. ThermsTru'Fipar-ClzssicAnd Smootlr':SYar adette(s)-0nswing/Outswing. XO, OXcr OXO aonfitlureironal opaque 12137P10L2, Composite Edge Rborglass Do*.g Doarvdlh or : Yea. `(es No N1A. 23 -yR Therma-Tiy Fiber-Classigand Smooth -Star without Sidmites (inswing/0uulKwmg, XXor OXX6. confguradons) - Nommal 9&#1 &quvkNw-ImpacIAqudl; Gland 1219112022. Composite Edge Fiberglass Single Dear Yes' Yes No NIA. 24 x. Themna-Tru Fiber -Classic and Sh-octhbtiar (Ins,MrglOutswing, X configuration) Nominal W39;8&quot;Nbr:-1rr p;Ad%girot Glazed 12131r1022. Composts Edge Fiberglass Sire Door with 'Sldelts(s).(inswinglotdsw XO, Yes Yes No NIA. 25 y_Therme-Tru Fiber -Classic and SmootH;Btar rig, OX or OXO configuratars) 14pmInal B&#39;88quettNonlmpapt&quot Glazed 1213WO22 Compote Edges Fiberglass Double Dgorulth or Yes Yes No WA 26 z.Therma.Tru;Flbar=Gasslc and Smooth -Star withoutsidelites (Inswi4outswing; Xx a OXXO configurations) Nominal 38#39;0&qudt;Non-lmpad8quet; Glazed: 1213112022 Comptsite Edge Fiberglass Single Door Yea = Yes No NIA. 27 za Ttuuma-Tru Fiber -Classic and Sftvothi tar (InswnnglS2utswing; X Configuration): NommalrisMOSquotNon-impacmquot Glazed IR13112022' Ce Edge Fiberglass Single Drmrwith OXO Yves Yes No NIA 26 zb. Therma-Ttu Fiber -Classic and Smooth -Star SfZ=oraWrig/Outswing. XO OX:or corfigurations) Nominal 8&#3g;O&quotNarImpract&quot;Glazed 1211 Yes Yes No WA Florida DLpartrnont of Business & Professional Regulation Past 192 Building Codes and Standards srmZi ProductApprostal Application Detail Code rnmr ar Date cars. Date Pend rid Ogee 11Cg9. 'Version. Nanutadturer validated 81 V,N W d , ae o riel a FSC./4^prriyal p Rewsbn 2020 - MI Wndass and Does Brentaflinger Luis Won. Lomas Eleven M VI PE /6JOBR02a lomw2020 lailW420 12l152020 Approved caegE%terlor Doors oy: (717)355-3300 PE62544 _171-0317-8454 "Categosir aided. Exterior Door Assetribges w,JaingergItmfi*dsam compliance: Method, Evaluation Report tom a. Floods Registered Architect or a Lroaisad Florida F'ol itnar 1101rear - s, I-ti QeWlty Assurance. A+.WFf oyedrfor Uss. Adprovad iV rUco. kh�. 12as8u7. 'Sag# ,._ Product Model'. Number or Noma, .,. Prodrd DescrlOHon contracrexosatkn.Dare. H2 Outside HVHZ ResEraN. Pressure 1 'SERIE3420-ALUMINUMSGO SERIES 420 ALUMINUMSGO OXO 12r31/2024 No Yes NO NIA 145-3I48.qu0t;x80&quo1;. NON REINFORCED 2 SERIES 420ALUMINUM SOO SERIES 42DALUMINUM SGD OXXO. XX IM1t2024 No Yea No NIA 96&Wd:x80&qu.t; NON -REINFORCED 3 SERIES420A:LUMINUMSGDREINFORCED SERIES 420 ALUMINUM SOP REINFORCED OKO 12Gr=24 No Yes No NIA 745314 dd ud' &q kflSB,q 4 SERIES 420ALUMINUM$DD REINFORCED SERIES 420ALU MINUM$00 REINFORCED OK 12JMM27 No Yes No N/A XO, XX 98ed X96&ggOt: 5 5ERIEE 4POALUMIN M.SGO. REINFORCED' U SERIES 20 UMINVM GOD REINFORCED XXX' 1 120 9,. AL 2+s #4 ry o e Yes No '/. NIP" 743&quohKDS&qudn - - Florida Department arn of Buslrress & Professional Regu latlan Building Codes'and Standards Product Approval AppHdatlon Detall Fa9ei d2 1f 20V EM$(g 211 rye Data Panulnn Date 'N- y2c9m tdsirrdaetdrer 0e11180E+tdneer&License yalldated Ba yalldMae 9ubnnMd FBCAbproval MIDI alum Reylslon 2D20 WaP.Dalrn,a dAshon of Dvediead Door Osvayne I.. .John E States. Jeffrey P. ArnoSon'. PIE,. ID/122020 09290021 1003/2020 1211612020 Approved Coiporatim - (350776"121 PE41737 (904)821-5200: Calagary- &tarlor Doors dkomish@.wayna-daiten 0 - SubCdegtry:, 8erb.al Exterior DoorAsIamblias, om' CompiiantaMatha& Evoluatildn Report from a Floods R oMated Ar"Iteat it a LIMsed Honda Pr'difucrs Prate Ionef En (neer sa 9 .1!,UIffi4&R20 _ ., Oualitn Assuianw Aaruwed far'Usa A-rovM fQrllsa Impact Pl�D 9eaR Pradutt Model: Number or Name ProduC Dasaddlm Gontracf sxdraton Date_ In HVI49 cutsfAa Hvfti rtealaarrt Pressurs 3 800161001111 105 M.#Sb: Max Alto. ift@ 5; Max height. Speiing. 121312023 No Yes Yes +31.001--35.00 aveibble in too oroftermodlat,section, 10 w 0 lcipM 0 #i 2 D B 20 123 _ 6 ax iodic 14 MaxAel fit 1 &#39: M' 6#38Gazing,o 12212023.. pJ yes Yes .. +30 !•33.50 available in' or lntennadfatesecilai: oP - 11 :8000i8 0018200#112A 7 6&#39' Max wr 1 ,e MAX M Glazin -:. 1 dth 4aN3 . cig g 21 0?S 1 312 . No.. 's Ye Y es + 40/-56.3 34 0 avallabre uitbp or ilm"Meidiett sedlon; Florida Department of Business & Professional Regulation Page 1 till Building Cocies;'arld Standards 115=1 Product Approval Application Detail NEW Coe Bratty or Data -owe .Dare Pending Trttayerolon. 117anufaeturer Corded. EmAneer.& titans Wendat>'d ay yadaued Submitted FOG A-mrd �,lsi r Raln§, Ralsian 2020 OutdeaiNvielon of AA,DQ. Inc. Tom Redly-- ULLLC Troy Bishop,".. 12/10202A 11f0112020 lzal 02o Approved calagbry: Exteror Dean (841) 424 28"-.J054) 54r-Ma Sut0xlagoM E%tenor Door Components ton.rdfiy@pssaebloy-co Corre1=1;Mathod 00011 etlon Mark or Listing rn DuNttv Assurance Aoorovedfior Use Approved for Use III II Sou #. Produel Modal. Numhar w Names Product rlsscrrotinn cmtreet Ewire"M DZla In HVHZ 0,64d, HVHI fSjstp(t Ftessure 1 -fi07, 70t, 72i', 747, 757 777, and 84T Sngle'end Petrs or Flush, Glued and Louvered aingb and Pairs or lzGljz025 Ya9 Yes Yes WA Dews hollow metal doors. Florida Department of Business 8 Professional Regulation page 1u.2 Building Codes and Standards I s z02i Product Approval Application Detail Coda XX MARY or Date Gate Date P... Date IYP4.. Version .Manufacturer' C-tact Enalneer& LItense .Y loin ged.6v Velltlalatl. Submitted ,FCC Aoomval Aaw"w Sh00% Rovlslpn 2DN 41 Windwis and Coors Brent 911hriger.. American ArcMAkb81,1*n MUdeh PE l IA712029 11117020 11271*0 Apir"Ved Ca[oaory:-,iMnd01VB 171 rp*330Manufaiduers (17)311-5454, Subcategory: Single Hung hsM ng6,Q_riiub Dom Cornpllastce Method: CerdEddw Mark or Living - Quality Kssuranee Awmodfdr Usa Actor-sid use. gastrin seagPrnrkitt Mod. Number or Nam produd.Dwrlpden Corerset t%dratlm ror III Gate MFI Qutslda HVHZ � Pressure 2 185 SH 52x72 FInAgrtge Frame IG/6G Single Hung 101082023' Na Yes No "GI Laminated GIes3 N N Cn N -Cu o -a Q o 0= .� ca-� � cn Qj O c O C O Q- C O W o cIO LL_ s- o CIO .Cn ♦� U! (D/��t o Q� 0 L C ti C V 4' `AV Z Z W J 'A r d LU O J= CL C so I cry t� am fo 5 c:., d L"dl CD t� .. v 4L1 Vi r� c }_ (ro o a � E W v I CIO I O Oi.i mac\ 4 s'� U 0 L CL UM� W O n W Q W z J z Q J EL SHEET N0, PA 1.0. WI l Florida Department of Ugliness & Professional Regulation Building_ Codes and Standards Product Approval Application Detail Page6ei9 1252022 S gqe:. Entitd-or _Rat RM Pate Pehdirre ff 0 jig Version Manurial rer contact galwiliffAlimm Validated By validate Sla9Jbltip9 FBGAaaroyal Approved ;?"a Resist- 2020, Thermal Corpaatkil Steve,Ji sperson Lyndon F. Scher P.E. Ryel J. King,. P.E. 1OI07/2021 09/1ST2021 1011BPZA21 .. 12MN2021 Approved Category:- Edina, Doors. (800) 843-7628 PF-43409 (613)-787-65% 8litrGategor: BYAriping Exterior Door Aasemblios ejasperschu@thermatru-cp 4 (n a M E 'tu tlai o Y ma G m od va a fro W eon Rep 9. m Florida Reglate/ad Architect or a licensed Florida Professional Engineer PLa1d1 tit fete tal1.l s "i 11 '- all AssuraNee .� Anprb -_�. Aoote)yedforilss, ITT.. Oes�n S-#oft ,Product MndM Numberar.Name Product:DinscrinUon Cenfiact EsxWratlon:f>ate. In HVHZ ,Outside;HVHZ Resistant Pressure 1 a Themla-Tru Fiber -Classic: and Smooth-uRar Nominal 8&#39;88quot;Non-Impapt8quct Opaque 421$1f2022 Composite Edge Fiberglassangle Door No Yes No: WA 2 p Therma-Tru Fiber-Classio:and Smooth -Star (I nawing/Outswing• X configuration) Nominal 6&ll &quot;Non-Impactliquot Opaque 12181/2022 Composite Edge Fiberglass Single Door With No Yes No Niel 3 'a Thermil Flear-CiosST¢ond Smooth -Star Sidelite(s] onaWngtOuthveng: XO, OXor OXO coarfigiumlifidins) NominalMill Squet;NOn tmpaet&quot; Opaque 12131/2022 Fiberglass Qo mpeahe Edge Double Door veer a - No Yes No WA 4 : all Therma-Tru Fiber -Clain and Smooth -Star v4thoutSidehtde(InsvgingrOutsvng XXorOXXO tcenfigurafiong) Nominal :'Y8iiIii itgiwt;No i,impactelquot Cpaque 12131/2022 Composite Edge Fiberglass Single Dorn No Yes No NIA 5 :a, Thermal Fiber-Classidand Smooth -Star (lnawtngre ibutswing, Xconfrigudon) Nom(nal7&#39,0&qudtlion-I mpadgaiiit Opaque 12I31I2az2 Composite Edge Fibereaids Single Door with XO. `Not Yes No MIA: 9 t Thermal Flber Classy and Smooth -Star Side ae(a) OmswlnplOuteswng: OX ar OXO configurstel Nominal:8&#39;0&quotNon-Impaet&gl Opaque 12/9112022 Composite Edge Fl iergliess SingleDoor No Yes P40 MIA 7 :g• Thermal Fiber -Classic and Smooth -Star (msvnno(Outawino; X configuration) Notrrkrat88# 0actuothlon-ImpadiSquot Opaque 12P31(20Zi? Composite Edge Fibwoleaa,Single DoorYrith No Yps No NIA 8 _, h, Thermal Flbenclassic and Smooth -Star Sidelne(s) Onswtrig7Quls imil O, OX or:CXO rAnfigUrations) .... ... Nbminali8&#3g,08quotNon-Impact&quot; Opaque 120112022 Composite Edge Fiberglass Double DOW With w No Yes NO WA 9 L Therms=Tru Fiber-Classk` And Smooth -Star taetopt 61daldes (Ine,ving/Outswu 1. XXor, OXXO cBnfiguredonis). Nominew 6&#39;8 &quctNon-Impact&quot,: Glazed 12Isir 22 Composite Edge Rberplase; Single Door Nlo Yes No. WA:, IO J ThernYa'-Tru Fiber-Classlcand SmoothStar figuraton) (Nomenae&ir39, 8quot;Non-Impect&quot Glazed 1213172D22 Composite Edge Fiberglas Single -Door with :No: Yes No: NIA 11- k Thermo Tru Fiber -Classic and Smoolh-SYar 51delftel (I hawing/Outawfng; XO, OX a OXO configurations) Nominal6&#39;8.aquotNor.Impact8quot Glazed 1MI12022 Composite Edge Fiberglass Double boor with or No Yes No 'NIA 12 LTherma-Tru Fiber-Classicand Smooth -Star - Without Skleflies (InvMngfOutaiii ilk or OXXQ configuraona) Nominal 78439,084uotNon-impactlil Glazed 12131rZ022 Composite Edge Fiberglass Sngle,Do rr No Yes No. N/A.. 13 m. ThemTru e Fiber-Classicend: Snrooth-Star llmms ving(Oullewrnr; Xgvoigiurshan) Namkul-7&@39;0&quokNon-Impad&qurit Glazed 1719112022 Composite Edge Fiberglas Single Door Win No Yes :No, NIA 14 n. Thermo-Tru Finer-Claaak and Smooth -star Sidelfte(s)(InaYangfOutswing;) iOXa OXO comigurshans): ' Nomi alkle39;O &quokNon-Impact8qual Glazed 12f312022 Composite Edge FltiBrgloss Single: Door No Yes No NIA 15 P. Therma•Tru Fiber, Clio lc. and Smooth -Star (lns4MngfOulsvAni,configuration) Nomnal.6&#30;0&gyoTNon-impapt&qua Glazed 1213112= Composite Edge FbileV aw Single Dooritith CX,w OXO No Yes No, N/A. 18 p, ThermaTru Finer-ClaaelandSmooth-Star Sdelhe(s) Onsv4riglidu Ong: XQ, wnitgurstanst - Nommail;BU g 0 &quothion-Impact&quot Glazes 12P312022 Canpoel Edge Fib eglass Doubts boa wt01 or No Yes No N1A. - 17 q. Thermal Fibor-Classic and Smooth -Bur Wftktt kl'deletes Oms ving/Outsvil XX or OXXC ooMiguratilarl Nominal 68ill 8quotNon-ImplecUlKi f; Opaque 12i3172(P22 Composite Edge Fiberglass Single Door Wth fop Yea No NIA i6 r Therma-'Ctu Fiber-Classicand Smooth -Star- Transom(Ins reoOuralvtng; Wconfg iral Nominal 68lili iiquatNon-ImpactRqudi Opaque 12/31/2022 Composite Edge Fiberglass Single Door veith No Yes No NA 19 sTherme:7ru Fber-Cfassic_and SmoctriStar, . Suieiite(si and Transom(Insving/Ouiswing; O/XO; O/6X or O1OXO:cronhguratlogs) Nominal 68 ;88iquotNon-IdgadBquot;Opaque 12/31/21= Composite Edge Fiberglass Single Door with Olt No Yes No WA 20 tTherma-Tru Fiber -Classic and Smooth -Star Sidelill OHevdng/O."ng; XO a OXO Continuous Head arld SIII configurations): Nominal S&'ll&quc*Non-Iri""dactl Opaque 12J31/2022 Compoests.E e Fiberglass.Single, oa- :. with " No Yes No WA 21 U. Thermal Fiber-Cles&ic'and Smoo0l-Star Sidelfte OnsvIringtoutilivel XO X-a 0X0 Continuous Hand and SIII wnfiguratiores). Nominal S&MS&quCtNon-Irrpaotaquot; Glazed IM112022 Composite Edge Fiberglass Single Door With XO, No Yes No WA; 22 v, Therm it Fiber -Classic and Smartt -&ter sidelifil (Insw4nglOubsWrg OX a OXO Continuous Head and Sill configurations) Nominal all &, uk,Non-Irrgiad8qupk Glazed 12t3112022 Composite Edge Fiberglass Single D90 with OXO NO Yes No.. N/A. . 23 wThermo-Tru Fiber-Glail and Smlisfi tar Sidellia(s) (InSoAnglOulsvkrtg, XO, OX a Continuous Head and Sul configurations) Nominal Bagel 8quot`,Non-ImplepA of Opaque 1I213002 2 Composite Edge Fiberglass Door Panels w8h Vented No Yes. No NIA. 24 lie Thermal Fiber-Clae aie,461 Smooth -star' sidd&e(s) (tnsyAnWOutsvrhg' XX, XXX or YQ= opfiguratlona) Nomiiralliellu 0 &qudcNvnJmpact&quot Opaque 1:2t8t12022 Composite Ell Fiberglass Door Panels with Vented X)= No Yes No NIA: 26. y. Thermo Tru Fkxr-Cteasloand'Smo hkStar Sidetee( QnswingiOutswng )OC XXX or confi$urall Nominal-B&#:lb•g Bquck;Non4mpaet&quot;. Glazed 92J31/= Composite Edge Fiberglass Door Pai)eHvddl Vented No Yea No NIA 2e a Thermal Fider-Olesel and Saiooin-Star - Sidelhe(s) Onswing/Outerivil XX,:XXX or )0= wrifUuraficil NamI*IUffW0&gex:cNon-Impaiti&quot Glazed Iwtj2022 Composlrs Edge Fiberglass Door FeeM16 Ath Vented 'Na Yes No WA. 27 -ze,Therma-Tru Fitter-Classicand Smooth -Star Sideikp(s) lnId MngtOy,W%A g: XX, XXXor XXXX mrd4uratiortl Nominal s& ;88quct:Non-ir=cl&quot Glazed 12/3112022 Composste Edge Fiberglas Single 'Dro Ylth 36#39,0 OX No Yes No WA 28 zb. Thermil Tru Fiber-Classk and Smooth -Star Sidelte(a) Onsysng/Outsvi i XO. al rxanwrepons) . Nominaf644M;8&gtiofNon-Inipad&qugt Glazed 12131/20?.2 Composite Edge Fiberglass Doable Door with No Yes NO WA. 29 za Thermal Fider•Classic and SnloodrStar 38el6idalites(lnauring/O tslving OXXO vonrgurailun) Nominal 68ill 8qugbNon ImpacMquok Glazed 12131121W Composite Edge Fiberglass Single Door with 88 W,0 No Yes No WA 30 zd. Thimmu ru Fiber-Classic:and Smooth -Star - Sidelkell (IneveingfOutswtng' XO, OXaOXO ownfguratranaj Nominal 68#39;0,A ue Nonrlm ct ,Glazed 12/3112 t not 022 Con- ite Edge Fiberglass Double with ncs 9 i9. it F D IToor No - Yes No WA ' 31 za Therms-Tru Fiber-Olo&sraand Smooth -Star 3&#39;0 Sitlelnes(InstiUlg/Outavvng;bXXO configuration) Nominal 7&l&quotNon-ImeQct&4uoaShaKer 1a13112022 No Yes No NIA. Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/1512022 FL06 59i Code FdlW, or Daut Date pig PjVg Status If VOM100 Manufacturer Cdntagg Engineer & Venn By- W11dated Submitted Pendin , 9Rarov.r Approved Ftevls'on t 2020 License LYGLA�S US `cur A rt n PO A M l e S— Y, p John W 10/2 20 10/22/2020 FBC tip _ 12/1512020 Category:. Roofing S95A233133OSrnalped@polyglass.com Robert Nieminen Knezevich, PE A8Rf9y8l Subcategory: PE-59 18S (954) 772-8224 11101/2020 Und ha merits e Y Compliance Method; Evaluation Report from a Florida Registered Architect .or a Licensed Florida Professional FL#t6259-R31 Engineer Products M aalfor Use e Q� I Re Reel Sag t Product; Model, Number orNatl a Product Rill i n. Go9untractt E Da.. In HVHZ i� d'e- 1 Polydass. Roof Undedayments Rodeftundedayments ilkT1T2022 No Yes NIA +N1A1-=Z 1 Poiyglass Roof. Undenayments(HVIi Folyrtil roof underlaymerts for use in Fall t7/2332= Yes. No N/A NIA HVHtludadr.tons. 2 Fol ass Roof Under eats n -H P to roof under ants for use In t. Yg1.... S'm (qn V11Z) oNg ss arm ... ?/2:V2023 No es Y.. WA - ♦NIAJ 622.v FBC'non W2,Iurisdictlons 1 Polyglasa.Roof Undertaymems (HVHZ) Poyglass roofunderlaymerds for use In FBCr12/23F2023 Yes No WA N/A HVHZ"ryrladicgals. 2 P4lyglan" RoofUndeilayment; (polo-HVHZ) Polygiess roof underlayments;for use In 1222.3IZ023 No Yes: NIA 411AI it FBC :ran-WHIZluiladepstone 1 Polyglass Roof Undedaynt" (t1VHZ) Ponyplans roof undedaymentsfor use In Ill2/2312023 Yes No - WA IWA HVHZJurisdlgbons. 2 PolY9ias4RootUnderlaymentsnon-HVKZi,Pdyglassroe underlaymeets,for use In IM312023 ( No Yes. WA +MAI-622:5 - - FBC non-HVHZ).. urlsdicd .. - n 1 Pel lass Roof Undella merits Thin Pon lass (roof under) entsfor use In FBG =312023 yg Y ( arm Y es N o I NIA NY A _ - IiVHZjurisdtefiais. li 2 PolyglassRoofUnderlayments(rim-HVHZ) P* less roof undenaymems,for use In 12I2a72023 No Yes= NIA wNIAI-622.5 Fool .n-HVHZjurh dkdRa /s. Florida Desparime * of Business & Professional Rego adorn Building Codes and Standards Product Approval Application Dertall Fa9al d2 1019I2021 ]j= Yersion, Manufacturer Braftem A Uponce,: Validated are Validated Suldlinifted FaC Postnatal 211111111, Revision 2D20 WON in, ll Wglges :ICC Evaluation 90fvF".e., LLC ICC Evaluation eervial ON112021 08A0121r21 06NT2621 Appravad Ctegerry: ShatWgl Components rati2)89a-6635 LLC Subcateal Truss Plates. "ueIdanQnul:cam I20'J) 599•9600: Compliance, Maned: Evaluation Report frpm a LlaN9#.BB Product Evaluation Entity ,. Prsdrra� - ,. . , , - $¢a1JNAssuraue - Aom-oVadfg _ Use Admiral a for Use Ip)gal ,_„ 2WO �#" .Product Model NuN)error Name Product castration' ComtmM Eimlratlon Date k1 HVHZ outside VFIL' RetWtafrt Pressure.:, 1 ill to ga. hlph st". l Frusseannedcr.plate 12l3N2022. Yes: Yea MIA NIA 2 M168H8. 1"@ ga,Super high ahongth;irill connector plate, 121312022. YBs Yba NIA 'N/A A Mile 16 ga_ truss cmnectorplate: 1211V2022: Yes Yea NI A WA 4 MT19HS 18 gel high'strenglh truss connect¢ plate 1213T/2022 Yes Yes NIA MIA 5 MT20HS. 20 ge, high strength truss connector plate 12/312022. Yes Yea MIA NIA a mile, MT18 18 gatruss carnacor plates iMIM022' Yes Ya9 MIA MIA TL20. MT20 20 gal truss oarnwor plaits 1w3lQ022 Yet Yet NIA WA Florida Callrlrrreird of Business & Professional Regulation page I oft Building Codes and Standards 1rS±?021 Product Approval Application Detail -Qualliv Assurance AdaovadiarUn Aearav9d for Um Intel'j�i product Mona. Nub, arm pl" £t LSrxrai Emiration Date, i outside HVIj Rialill primal -5 PW-5620 (Large Waal Impacl) Vinyl Faed dndau 04 3D2025 Yea Yes Yes Nth Flory Department of Business & Professional Regulation Buidng Codes and Standards Ptoduct'Approval Application Detail page loil israzl Cate Entity or jg�, rite Catepending M 'Na Vaielon Manufacturer: CC naeti EnMndarB Lidan99 indicated So 1 PSC.Amrovell AOM,r dsibm Reliable, 2020 MI Wlndoarel Doors SrentSitrngcr American Arch de timil Steven M tAich, PE 1UMS17020 10/9aFi'02r1 101192020 Approved Cal♦gory: Windows: (7171355.3300. Manutecturers Assmi.flan (717)317-8454; aubtategory: Horizontal Mlda- t.MI,a.rQ.*d-rota. dance Method: Cerggcal Mark a LIaGT Game 9 P a ) i1,. taualhv.Assuminee Abprpvedfor use Approved far Use wi as. p♦elan hwA ProductModel Number or Mama "I Product Descriurlan. CartraYExoaafnal Gala. in HVM Centel Will Resistant ti 1. HS 188Fin end nengafr 75it821naulated Gloss 02/iB7202f No. Year No e55h65 Florida Depattrnerlt of Business & Professional Regulation peel l w2 Bulidingl0i and Standards I el I Product Approval Application Detail 994111. Entlrvatral l it bate Pendlna Do Myog VINYAO tl !)1PL camxi Enxrreor8Ldmil Validatederr yagaidog g FarAMt,M ggxovea ,fig, Revision 2020 MI Windows aid Copes &ant Stenger Amedde n Archlte ittil l :Steven U Minn, PE 11f1212020 11/24020 1111812470 :Approved Well Windows'. 017) 30-33(k0; Manufactuners Asso iatlon ;(717) 717-a404 6ubCxegory: Fbted bsHlhgerQgmled.co n C-Vllaiiw Method: Codification ANds ,Lair 1*ue lted9.klk-13iidaet ,:",: 'r"° �'` ,:='- `''r, -'' ,., , -. - .. ahMA a.natw Armmwdfar na♦- Anaowdi Ilia- .. -. -. A ugagra nest Sq 9r— no p Froductell nrmdisr ornrile product beacrlatbn contract Esdrogon Gaze. In XVNZ OultsWe 4Yt1Y: 114eislalN Pressure 1 195 PW 73 s.721neulaled Glass 04/03f1013 Me Yes No -e0160 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i pit I fffi= Florida Department of Buslnoss & Professional Regulation Building Codes arid Standards Product Approval Application Detail Paget aft 10=1 at" EnBtr a &ta Sint" Data Eall am 20 EM N o 91j@ Avg Pe�dirn go Ira! Verdlon iflieneduenuall 22 It En lnrxdLeanse Validated By Validated Ryblic;gold iAutionel Apggy I al TV- Wiralon Manufacturer Caritas 9rainerra Licenseyalldaled By Vxldosd attempted FBG(gwrici ADWOVO4 'Z= eMs Mt Will und Doors Rewwmt 2020 Brem:eRBe Luis R:Loma9 PE Seven IA Pel riser -, 1. ID. f61 0 N '12I1: ,O,QIB2020 10 62020 . 192 ZO 512020 Approved Affirmation 2D20 PGT industries: umBt JimsR' rrs Miaml-Dsna9CCD-CER Mlaml-M eBCCO-VAL if : ZO 111 i2t120 o&o M ... d >65!2D 1T/1/2020 1 Approved APR..... . Causki Wlndi (717)366-330Q PE6251'4 (717)317.8454 Citadl wndorys. .... (941)486-i (788)315-2990 su C,.tagaty: Mualm9 bRdinpertimrvM:eom' Subcategory- Williams. yoeewakirillg8ndustilli Compltanw Method: Evaudon Repot tom a Cem U-.Muhed: Cernicabon hulk w usdng om Florida, A.91.0ae4 Arch tept ora Licensed Floreda.. Prorarrsianal Enyineyr :-'POaZBiE�Ft13 , - '_ _ - at `3 -'"� -�:.ul' ,:' . R .-" 53�9F[glr�s,,.: : " :'. '' :- ' ,:,-' :,:— ., _ `„ Ouali(y�As9urenca Aomaredfior Use Aaorov♦dipr use arwaIX Deal - . .:,; . ,_ : -:- �. _. - , , . , , ''. `.:. - .., ,:* : 'e ; '; r ; . , - > _. ;, .. .>:r .: .,., -.;-. - ,.. ,j. , , <,..:: r Modb . umuer: a sea,#=, Product I. N a Nam oduct OeseH Comract:Mul anon Sato - IsItle HVl41'. Pr of on ( - Outside Randa St '• Pressure Press re 'puauv Atewramen Ammayadfor Dse Armrowtl ear uas )tgpew DYea 1 WilliamsAeltas fal'AltOopm and:Wlnddire Mumimim Miliiorrs' S262o26 Yes Yos -A M/ �- Praduetaapaa Ntanea: or aama s.ae -Product Description colonelExmaation Data 'in rlulaws VN f. _.tNO, Reds ale Rassiro 2 5784 Y�csl Aluminum Malian 121312024 Mo,. Yea: 'Yes N/A. Florida Department of Business & Professional Regulation Petri Building Codes and Standards 1oe(zgzl Product Approval Application Detail Dam Featured mm velimillon Neer"femetor l Contact Enaffinewq(,& Jews Yanixad air. VafFdeted r8 boUtad FSC'Arnewal Apnrmtad 919tus:- Rwslan 2020 Alai& Nick rhermpsom Lyndon F. S,hmks; P.E Ry J. "ll -P.E: 027152011 02115r2021 021212021 04N3/2021 Approved Catagoy: Para/ Wall, (330)9262W9. ps'e 09 l913i 767-6555 Subcat-ol, Wits nthonp.w9ltaide com Compliance Method Evaluation, Reprtlran-e- Florida iRe9lsteredprchelectore Licensed Florida Prolessie mn Engk4flaf - - . - -. W.. . - ..t . - - - �, Quality Assurance Awrovadfcrtee Actual for Use — wagil l• 929M. .- 990e.' Prodedt Mail Nu b.t di Me— Product Description, Cemrll le Jkrxlon bm9 s1.HVHZ. OUWW& HVHL Resistant Perorate- 1 a&quotzr&quot✓oted Vent or Sdttl vil l8otfe 12K312023- No Yes No NIA 2 3 b. &quot,RVlience T,4&quW: Sotnt. c &quot'GreegbriArMniege S.adOd.#3g: Soft VanF qr Shcd Vfiyl SofAl. Senior014VIT11 oil 13r31IdD23.: 121312023 No No Yes. Yes Na No WA NIA 4 tl &qugr,D5&w.t Soffit vsnl err Solid Vinyl Send, 12131=3 No Yes No. MIA 5 ♦. &quaichel oamepirt; Sam Van::gr Solid Very] tyl Sol 2I3 112023 No Yes No WA 6 f &qud;auperSpan&quo Wit Venor Solid Vinyl.Sofre 12131202$ No Yes No N/A Florida Department of Business & Professional Regulation Building Codes a rid Sta ndards Product Approval Applic atlon Detail Page lorl 10192 j21 Florida Department of Business & Professional Regulation Building Cali and Standards Product Approval Application Detail Paso t dr1 IA= Sri$£.. rumillYall _. Ike 21U bate Pirelli 993..... il Emava data Data Date P"na .fig :.. IYga Vaap" Correct Endneera Lkenae Valdetad'at Valldagetl FBCA®royal AoorOved Sfat au jypqy♦raia, WhmsiatWr♦r' Dakart E ne nil earl License Wfldamd air �gT�y& $,�rg(It(gg ,p SCAmorov'al ,._ $pygypp 19tq{g}; ReMsion 20241 TATvIKO fldf'Pr Uda LLC rig Prodweld _. ,.. ,. Karel Edon Robert Niadn4n JghnvY. itha2avGd1;:PE e 1oin412026 9J29/3020:: .�� 10I122020: 12/1fy2tl20 Approved < Ra+.ssron ZaZO .:` - Ind. ... rdlit tWhi LV Thgmpean a db.@:ThanP.on A.ethtectu. el � sc ::;. . even Ur ch E Tony Christman Z tiny R. Pro& St,_-, M I. ,P 7f 0 DS/1 2a) ' 162020 a9 ': 020 a5r, 27Jz., "12115r2620 ._ -.Red Appr : Re CA -am: Real t41f)824-6614 PE59166 {e54)7726224 - Motels CampmYl7AMCD1. 1813)248-3458 PE74021 17t7)317-8454 swcabprnr Urxw.ymaks kErn_edemoerik.'ecom Cattail Reams Imyellyamambil—Mg:mm C4mPllatlte Method: EvaWaden,Repou from $ubCategbiy: ReoAhgApeassoHes that .are en Fla ii Reglelared Architect or. Licensed Florida Integral Pad ofthe Rooang System Professional Engineer Canpromm Method: Evaluation Repgttom a Fiodda'.ReegIsterod Architect ore -Licensed Florida ,,..-.. PL8rsY2s .:.�. ,. ,. ., 14a grad odic r.: .. : .: :r:, 1,, - t x, r WI Profess En aer brie gs See# product Model bar , M Numb, ,RrNeme .. &Peso arcs Product Dowd fin Cmthel Ewen on bate. Produ �tE deravadfa Ue9 Ile -tip' Outside roved farlMf HVMZ lRJg $Sti€t@!t _oaslan.. P �g351t4 ,- 17i 1$tti r- , ,., ,, „ , , .:.... - . , ....,.:: ,»,, ....�....,. ` - 'quNlt¢Assurance Aooto" for s Use Approved for Use '. d 1?!a]pl 1 TAM Roof l)nderlayments (f(vHZ3 Roduntled9ymrnts Porusa in F9C HVH2 O812g2023 Year No NIA N/A sap s: Product aloes, taimvr err Naina. coidraat F�tara�i Ufa In liViiZ Outside lfViii Resistant Politgcal, jaisdatiens. 1 TAMCO Flat Top Q1011di V♦rdMen Bale for no 26 go. static roatvaifilator with bell omIlirYd6: Yes ,Yes NIA WA 2 TAMKO Roof UndodeymanlsiNOP1+4VNZ)_ Rsofundedayments Tor use in F BC non-HVtR 06f232023 No Yas. NIA NiA -Y TAMCO Gaaeewcel 260a. Olefti 028: No Yes NIA W1-52.5 junadicdoue. 3 TAM0001NRldge Retell with Balk Was. statloroofvadikertawith integrated baffle 08f06 M Yes Yes MIA NIA 4' TAMCO Round Top:01FRldge Vend with Baffle par Tile 26.Dal 'static rafveri0atorwith baffle OSSM026 Yes Yes NIA MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pial oft 117n= -code way M 994 P Palldne 2" lYpe:. yen. Morainal contact- Frio n�rlr L�.`eense 5 oMdatbd.Se VIy ed Butorr gttail : Fac.Aopmral Alml. Revision 2010 �+ronw L' Katrina le J ' &dlk r P.E. Steven As'. Wee PE rw Jd y erica L 1 29 11 20 - 11f2920 - do FBC i 23120 23 20 20 g Alpr Calagay: Flooding (501)9836163 PE-31242 (717)317-8454 SubCataggM-Rooms A—lesoll that asan IQeilejtt$lartanco.com I flell Partoftne Roci System Carpllann Method- EWluetooli Report cam a Poll Registered Architect or a Licereadd Flat& PrOrwelonal En In A no irmxRa'l psi . OtMLVAsserante - Vidfor Use varfar use )gl AgpOs 0—brill� . ABgx. Prupuct M col Numb a Nan ProductOascHWitln fmlrad Registration, CA, (n HVHZ, Oulsitla XYMZ Resident Prosttpo 1 Deck-Air-"DA-4mTRF&tiliD: is-1rr DAA I- Prod Pdypropykrre.Pleal R.,.f V.t 12110=5 No Yes No 197.51-473. Mechanically Attached to Plywood peck;. Florida Department of Business $ Professional Regulation Page t of Building Codes and Standards 1r4tm22 Product Approval Application DOW 241i,E-. Entity or : Date Pending jam: Version Manufat ContactEualiaar &License Validated Validated au9mNtdFBCAteprovat: Adnroved status f Revision 2020 N ArnericanShuders and Glass. r ' Frank Ben . P.E Troy a P.E.( Mice.Ba bpi ran. rlardo, - Y isnop, E MOO20 1011:5/2020 - 11145/2020 12116/2020 roved APR. canwrill SnuCxs (56i 712-9882 PE-0046549: 954 947-0880- - SubCatrrpory, Storm Panels miket>oellamerl0ensnude Compliance Method; Evaluation Report from a rs..bom Florida Registered Architect or:a-Licensed Fkxlda Professional eel En g �: ., - : :: . , .. .. - , „-,:. .,, , .> .,., :: .-.; ,. u,-. ,. _ P.;later=Rio Pttxliets iAh Quality AaSignal AnaninduallbrUse, Ao..nl.n.tied nor Use [Maudall Product otl ' --a. 'ff dtM aL Number or team.. Product Description - tin in HVki2 OutsWe VH2 Gdnnlact Elicitation Data H "Istaf' Rastetent r Pressure Pressure i 24ga Galvanized Steel Storm Parrels 24ge Geivantred Steel Storm Panels 12/3'10M Yes Yes Yes WA Florida Department of Businoss & Professional Regulation Building Codes and Standards Product Approval Application Detall Ill Enter or Mail yfli:96 manufacturer Contact ammea&ti.tea SrpWxed:8i. Revision 2020 Weyerhaeuser Rob SaIll ICC Evaluanan Sadce, LLC tan Lehrer• P;E. Cxego4'Snuclerel,Coinponent; (25$)924-6470' jifil 839-3288 SubCatagary. Engineered Lumber RmertBaldavin(limayerha -' ComPifarme Method: evaluxian Report from a .-sr.— Product EvalifaHon Entity --td�i<'iaisikiM§' --- 1., .: _.. , ., ,n. -. . .. , , - _ I kidt t Might. HhAMaoe Maine Product Description nett, Assure, Centred upirxld 1 lrkurolam LVL Laminated veneer Lumbar 031311L023: 2 Perall _m PSL Pil l Strand Lumber 031312023, 3 TintbelAdi Laminated Strand Willa 031SWO23:: 4` TJ Film Board Stu chiral Composite Lumber a Oriented attend 031312i23: board Rim Board 5 WayameeuaerRim Board oriented attend Bead Rem Board 031312023. .- i Pagel oft en4l20al 1d8Ls ICKA Data Pandirm pia g Validated. Sublenlitteld RICAnaroi Approved Bum 02102IM21 10t13R020 02IDMO21 Apprpyad NO Yes MIA WA NO Yes NIA NIA No Yes MIA MIA No Yes MIA NIA No Yes MIA :NIA Florida Department of Business & Professional Regulation Building Codes and Starl Product Approval Application Detail Pegale1`2 142021 ,a*- gee Pandlna 20 Will version Manurechmar' Cams w :gioAlser a weenie Validated by Validated 9uhmNced POC Approval Approved Malys Revision 2020 GAF Michael Bran Robert N.minen John W. Kneel PE () I&r 02(1 09pirAN 10ip22020 - 12/I&N20 Apprd✓ed category; Roaing; ,tell 70G-34i1 PE-59f9s (954) 772-5224 - 8u1iCattill.Ae l Shleakes. mitiohtiewooe7 Compliance Mead- Evaluation Repot thorn a Florida ReglstrsreoNdilittect qr a Licensed Holds Professional Engipeor FLaslaf�t3t38 krrnduaF - -� - -. Duality Assurance. Andrei for Use AOpreyed(or Use i illil 2aft 1311A Pradud Motlal: Numba:or Name Product Cl,,r] don Contract Expiration PAZ In EVHZ Ouhude Realslant pyosa re i GAF Asphalt FiShingias F'bergiassretnfo-eed$-1eb, arrinated, 5,tbb and 1Wal2022 No Yes MIA NIA hleftiol asphalt shingles. Florida Dope rtmord of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pao..1 aft 102021 Val emanufeadmi er,Contact .. :Bennie&Daepae Validated:Ill elr�ldel Supernal PBC Aintim, AbPrbvad Status. M.... 202A la ead Inc. Ra skin F tide M Products n _ auk Jon♦s .James L. Belcker • .E: slow M. Urkh.. E CI . P P tJ.. 91t7f21)20 : 92mom 0 0 10,042020 12lier2020 Po ova d CxNiOry: Raoing tail 783b100 'EBUCK Engineerktg (717)317-8454 .. BubRsteitell Rooting Acc leoHea Inter. 9m dial aMec-im PE31242 integral Pad iii R4.sngay,Aa, Compllanl Method: EvAl- im Report from a FlpldaRa9reietedArehdeotana LicenseaFlodde Pro}e99iOM1et Engines 681K8'# 1§'oHnC19 cu9llhimsuratce, Moral fat Use Approved for Uss Until beslon. •: gall Pi-oduot MotlaL NraMer or No11 ma Pr del pollination Criminal Eynlnation ll lei Hyll outside RVHL Pro9sura: 3 3-FLArdW.4qua;RV lO Rid4pvtm&qudt; AsrmMumn Ind V4He fapdchedroofifebdcated 12131/2024 No Yes No NIA from 6,025' Aluminum Florida Department of Business & Professional Regulation But I ding Codes and Standards Product Approval Application Detail Page/ ar3 1,720 1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oft 11252022. raft E„tlN or I18 29A oll pandered gig 90dei, Erstltl 0r Date; t .. -- Date Fjmdipg Date. Iy�. Vxslon 91 amileecturer Enalnee�a ueense CarAad Y.SUda6fd.@Y. wed gghlu4Ld Fp O Awmyal Aes)3L1dt $l6ldlE ism Manufacturer IYa>a %LR3g. vai,aated contact Enainesr ll, Uri urea Validated By - ,Su ' Aoo Pas.. roves r Approved stews i ReUsbn 2020 Halal Rdosn g O elk Andersen Rob'ai WPNO UnBartn Evaluation W. W a aY 11/03/2020 11 p2l2020 11/08/2020 - wed l+plx, - ts, Revision 2020 Global Protection Products, LLC. Her .Tied . .ion ezetoh. PE owlo om o9108/20LO Tim RobinsonWa A. n W Kn t l2 Jr.,, - 101 IM20. 2t1 20 1 - 5120 A PR roved Catagdly: Riwtrrig (001)36(l Services I.I.C. (205):854-0160: - Category .'Mutters (954) WgT545 PE-44187 (954) 772-8224 subcietegoryr Reoang'nles. RomnAndarsonp'lo SubCategoryStom Panels tier mitinsong®ppentcom Co ueaspEe oRaPoneaa m Compliance Method: Evaluation RePoo from a Pra&itt Eva,, IoridaR RegisteredArchitect :aaLiwnaed.Florida _ . d '• u�s " best - ,Entity err des. ' ,. I, x , z. : , -i. a •,z., ,.. ,> ; ' .- ,ors; . ,...,1 , , "- Engineer Professional g eer - _ ,. ,. _ .. Qualay Assurance ',.-Y .. Aa)toved for lice AooCOVM (a tJse - - - !lBPg Deslan F'lltiad. '.- :#rodadta, .-:- R$rl_ ,.. ,- ,. , -. -i . _ _. ., i Pr1.,L Madd N _ rer.Hama 0e D99eriMp r ExplrxlmrDOka, �� 'ALLinitial Oldsiye'HVH2. RaTs1aM GsrabDa all .Asaumnoe- MDMVed for Use Aeo � N a for Use: "®.�..— call 1 G e to CAu t uCN ism Barony- EnkN ,Sic miry sic e.SP t d Engl, tP Is- p C-� 2131r2020' Fla.. raft t7s va,,. o f - No Y89 M !A :N/A Sea 7l 'Product Metlel. Numherar Maine Cri CDntr p Data an HVH2 Proeurt Dee piton set Expiration Dulsltle HV 2 H Real M Resistant Premature 7'hauh damp' Impel 1 20 Gage Galvanized Steel Storm Fienels/HVHZ Corrugated Gaivan¢ed Steel Slam Panels retained 121311"2022 Yes Yes Yes NIA 17 Sammy SW -Slate. Shake Amp; Split Shake Full Profile addition. CA 121312020 NO Yes. NIA .NIA or not W tracks to Provide, burrid"protecnpn. 16 S 900 - e c & it ny 00 Slat Shake sop, Split Shake s-R; a CA 12/312ry20. Flat Pirelli ah t. No: Yes MIA WA 2 34 Gaga Galvanized Steel Storm PanelslNFiVi-IZ Corrugated rovideSeat Storm Panels retained 12I31t2022 No Yes Yee NA 19 it Ss9ary 7dd-Shake, Slete.&amp, Spld-Skeke Slum Flat Praha Slackton, CA 1273i 202D No Yes MIA WA to or not by trade to provide hurricane protection. tracks 2D 27 sarony 7a0-Shelve Sal All Split Shake Te)as E9plena Ia.icelona Flat Profile Ielarq CA IM12020 Hgh Pel Katy, TX 1WIQ020- No No Yea Yas NIA NIA WA NIA 26 Villa Low'Prdml-Katy. TX" IW31'2620. NO Yes' NIA MIA Florida Department of Business & Professional Regulation Building Codes and standards Product ApprovielApplication Detail Pale I aft in/2D2.1. !;&& Aftor M Date: JLxeP♦ndlnd Date T= YBrsinn Markfecturser Cam9[t Enalmear&Uaensa Vieoated Sia Validated SUD.Itted FBCAmrudtl Apryaveo } R♦vislon 2020 Alpha Sweld,Levu ICC Evaluation Service. LLC Wiaam M. Rama. PE 1QJ3412020 012212020 11.4152020 1146I= Approved CateaaSbuclurst C tents el211710.3377 4071681.19,17 Subcategory: rrusa.Plaiae slaw-HQalpineiMtiaom Compliance Mai Cvdust'im Reel :+om e , '' # FsmaiEts Product Evsluaton Entity Eat - - - usl A av Aaamanw A err Approved Ul a ovsdj%li 'ter U . 0 eae 8..: prod69edN. uetNumberPr Name produce: Deserlalon CemrsetExpMxn D loNe. 76-tlyyb OrdNdeHVt¢ gg§14SgM, Phil. p(xss fri g 1 N r 1TW SCGW ne Scan th iH &eta ; 9 IPI lgfte 4 . _. P ) to 2r312614 Me 1 W seta Ptak 1 ro Yea Yes NIA NIA 2 ITW RoG1Npine Hn9e Poet. Metal connector Plate 12r312024 Yes Yes NIA N/A 3. ITW BC0,AAlpine Trui Metal Connecterplate 18312024 Yes l Yes NIA NIA 4': ITW BCG/Alpinq Wave metal Connector mate 18i312024' Yes: Yes NIA NIA. Quatny Assurance .Approved for use Approved for use Impact Rio p, Ro&set Model. NurMwaNamo. Product Doearlanonrtlracl Expiration Data Wiwi outside HVti2 Rasisterd. �+g,,9 1'. A a1AI` mr3dr"8 :VC ad ANin)hvm Soffit! leAWminuna'bdld& ;VenttG'Aumkiuirr 07/302023 No Yes No NIA' rot tpnmsl d... a Ili.. .... Ala amp - . _ . - Cklu aamp, Wood SUffill &amp; Wcdd Florida Department of Business & Professional Regulation Building Cedes and Standards Product Approval Application Dertall Pagel of U21202i Code Erillt4 or pare 2121 OM Paul 26 TV--. Yarsion marwititurer- Conduct town— &Lin♦reia Validated -By Widened FBC Aamlvx i Status 2 - et oduCt ire, ReMNm o2a CMnmerClai:Cana 4R' 91n R $ Samuel 4reen r John obi Cltflt a A beg Hay, 1zMa2420 12/182DY0 12,2e 020 2 din FBC.A -n 9. PP o Clonal rm orients txe ry Structural C g P. M 859.3707 E-34243 _. 352 584,53 1 ( 3 P ( ) i ) atMCxegOno: Products Introduced as a Result of Pratastgeta@yshoo:wm haw Techincl Compliance Method: Evaluation Report pill a Flodde Rer9 lateiedArdliRect or a Licensed Flotillae ate P desaronai En a 1atz74 a- . -ldL ,.. .. .. ,. ,> , Quaker, Assurance R —mad for Use A wrovad:f Ill -. "Dug castan Sao# Prodtxl Modes larmber or Name Product Description Corrtred Exdratlan Date In HVNZ - 1(,luslde HVHt Rachel pressure 1-Oualny Frersal or Commercial concrete Products Precast and Prestressed Concrete Lintels' 05/25/2024 No Yes MIA NIA August 10, 2022 -1ii W a) i _ N U a) Q O 0 �_ .� M �a -0^` W � ^^11 W c U -0 0 (� U 0 (a -0 .� .0 O L I..Z � L O ^2 O O � O .D -0 a)VJ E O ^, Q 0. .- /�/W/� W ll Q L� 4( Z Z w J GNI C=C-j V (l 110 ..71 1" y W " o a� i= C M el C'i -=M �` _. e.. U- Ct re') s`6° ap in r-.r U) Z = m taC ":h ,2.) Q3 Q-, I— = o) ® = 'o? 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FlNsd-a Door (Okbilb; 47-W x 091110032 No Yee Vb +20-25 . jW11bApamrYaa A ardvdtar Uaa' Agana yam( D,maii J)' P�,ItM MI Nuar�etNaroa l 1ubamiAdon baeilleaptal"I aim inMI %Ur gutiMaHVNZ ,(r Plo*Y6 T S@He, 1aJ-p'Errpprnppsa erAVMd$IlWpgpkoeOoOr V0lyl2 'C)r Ykleg Class Door(WIM k W24f2Qp1 No Yee- M -+25I . aS412'j 2. 6NI worErNd ""PrAw nofal:Mag okas.Door Mrol.angle .Pahel Plod tt'OporjMdo .35.1Wx o2fiW002 No Yoe No +4440 $aHosiaa em C+rwnpe,oarAYAntl SIkling ribes7lbo' Wry124*01'wr Sri" bkae nor(M x 821 05124mm No Yee M +W3$ 4 aedoorlW or 6rsampowe�AvanvSWM.GU= door "BMBb Fare! FbW'W DoarMW% 4MWx 0NH$i10b2 NO YCo me +M25. WIM Florida Deparsnam of Buidneas & Professional Regulation Building Codes and:Stelndards ProW2et Appro+rsl Application MAW Pspa1014 aNOrstlPR.: N to O }I U L � OQ cu -0 (D 0- cn Q Q r^ VJ CU cn O sF� W cu AI a z r� C" Q U ti 1= Q 0 U) c` 0 L^^ CL CL .}.J ^D W r� V ICU LL CL O %i un «i m ICU E-- LU ¢ N z J z l2 August 10, 2022I SHEET NO. PA 1.2 N t/) C0 U O OL -o 2 r •Strong-TieU Simpson 2Q24 FBC Approved Products wpbgfea 1Q�9 Simpson Strong -Tie 242Ci FBC Approved Products Updated 12l39l2020 up u� Strong -Tie Simpson Strom Tie 202U F®C Approved Products. d Updated 0/2620 pa 12/3-.: • ®Simpson _ -f302. Strong Tie 2020 FBC Approved Products((' Updated 12 020 W Q O Fordrect links toall 8STapprpValS listed below, CLICK HERE. .. For retreat links to all SST approvals listed below, C LIC K HERE. For direct Inks to all SST approvals tstedbelow, CLICK HERE. , ,. For direct links to SST approvals listed below, CLICK HERE W R.r \ \J ,. • Faragdftkxial Information regarding Flxxlda3$tet¢wide Product'. royal rem ei4G MenNde Coon ... g APP � tY Notice of (NOA CLICK HERE p ) - o For eodRbnsl kirOrritaL!%1 t ardkl Fladda s Stat¢Wlde Prodirct:A royal System Maml-colic Ccunty eg.... 9 PP SYst Nome W Acceptance (NON.. CLIC HERE. .. Fa aetllbrlBl lnlctmaticn regarding Fldrldas Statewide System and Nrami-0ade::County Notice OP c¢p C¢.( ION,.Approval N �. Acceptance r � CLICK HERE. FaaddRbnel Information FloddasProduct rural em �C Mlaml-0ade Coen -aregardingH stet R Notice MOA. CLICK E E. tY(. 1 , FL#233iS-R7 F11-010446 R6; FL#10456-R5 11 HUS HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8' to 3 = =3 cc Fn 9116" and heights ranging from 4-Sh 65 to 11" Concealed flange U EMA Product Model, Number or Name Product Description Seg # Product Model. Number or Name Product Description Sea # Product Ill Number of Name Product Description version (HUSC) available for models having width equaito or 0 O _ 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titen slainlessst�l masonry screw 1 A21, A23, A33 AX A35, A44 Angles 1 ST, BTB, BTH Brick Tin greater than3-9116". O L_ L 0 O 0 2 APA21, APA4, APA6, APVA21 APVA4 APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI B Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- Q C 3 APB44, APB44R, APY866, APB66R APt388, APBWR, APB1010. AP6101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, C820, C522 Coiled Straps 5/8"and he ghts ranging from 9.1/4" to 16 . a 0 _ FL 58g-R6 APVB44R, APVB66, APVB66R, APVB88 APVB88R, APV31D1D, APVBID1 OR 4 CSHP18, COHP20 Coiled Straps. 13 LGU3 25-SDS, LGU3 63•SDS, LGU5.25-SDS Face -mount hangers O 4 APDJT2-4, APDJT2R-4; APDJT2-6, APDJT2R-6, APVD8T2-4, APVDJT2R-4, APVDJTZ-B, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionfrenslon Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers W -0 0 Seg 1! Product Model. Number or Name Product Descritrtlon APVDJT2R-6 6 DSP, SSP', TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers , - E 0 L 1 SD1O112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy i anger 7 HI, H10A, H2.5A, Hai H6, H7Z, Hier H16S, H16.2, HIO-28 HurncaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-911e10 4- U) 0 L 2 $D9112, S09212; SDI0112, SDI 0212 Strong -Drive -SO Connector Screw 6 APL4, APL6, APT4, APTB, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam-to-Columri Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/0"and heights ranging from 3" to 10-15118" U) Q 3 5D9112SS SD9212SS; -D iv SD Connector Screw S7ong r e. nn SS 7 AP H2. APLH24R APLH26 APLH26R APLH210 APLH21OR L 4, Outdool-AAccents Light Hangers g 9 $ HS24 Hurricane, Tie 17 MGU3,W-SUS, MGU5.25-50S, MOU5.50-SDS MGU5:62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434;:5DCF22a12,SDCF22614,SDCF227DD,SDGFa2858,:SDCF221O14i SvangDnveSDCPTimbar-CFSdrew 8 BYt.Z Brick Veneer Ledger Contractor 9 n 10 HSS2 SD51.5 H 2 SDS3 HSS2 3-SDS3 HSS4-SDS3 SS2 Heav Stud Shoe, Y 18 MIU, series hangers 9 Face mount hangers available m widths ranging from !1 ,, 5DCF221134, SDCF221334 SDCF271958, SDCF272358, 9 CBT2Z, CBT4Z Concealed Beam Ties 11 14ST2: HST3; HST5, HSTB Straight Straps 118" and heights ranging from 6-15116" t619-112", 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858„ SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z,; CJT4Z, CJ175Z, CZ13Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ. HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, BUILD series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614; SOHR31400 SOHR31614 Strong-Drve SDHR Combo•Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3418" and heights ranging from 3-1116" to 13-34'. 7 SD525112; 8DS26134, SD525200,SDS25212; SDS25300: SDS25372; 5DS254121 Strong -Drive SOS Heav'Connect4r screw': Heavy -Duty g y Y 13 FCA FG6 FrammgClips 15 LSTA9 L5TA12 L"uTA75, LSTA18, LSTA21, LSTA24, LSTA80, LSTA38 Straight Straps Concealed flange version (SURC, SULC) available for all double SD525500; 5D525600, SDS25800 14 FVVANZ Foundation Wail tingles 16 LSTI49, LST173 Straight Straps 2Xarid 4X models; on ly acute flange is concealed, 8 SOS25112SS, SDS252009S, SDS25212SS, $DS253OOSS;-SOS25312SS Strong-Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT62D, LTB40 Bridging_ 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, S➢WF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2;5T, H8, HIOA-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5f8" to11 17 HCJTZ Heavy Concealed Joist Tie 19 MGT MediumGirderiiedown 16 HH4, HH6 Header Hangers 20 M8!T27, MST37, MST48 MST60, MST72> Straight Straps FL#10007-Ra.: 19 KBS1Z Knae-Brace Stabilizer 21 MSTAB, MSTA12, MSTA15 MSTAIS, MSTA21 MSTA24,MSTA30, MSTA36; MSTA49r Straight Straps FL#10667-R6 20 LSO, L5(l, L70; L90 Angles- 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Seg # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6683 Pre -Bent Straps $gig,# Product Model. Number or Name Product Description f ATR318, ATR11Z ATR518, ATR314 Threaded Rods- 22 LS3O, LS50, LS7O, LS90 Skawable Angles 24 MSTI26, MSTI36, MSTI48, MST160, MV72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDB-2, ATUO9, ATUD92 ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTSI2, MT818, MTS18 MTS20, MTS24C, MTSS7, MTS3OC Medium Twist Strap lff' and heights ranging from 7-118" to 30" 3 _' - BP3I8 2, BP112, BF1123, BP518�2 BPa18�, BP3/4, BP3t4 3, BPRTUD3-4 Bearing Plates 24 L.5SJ261.2, LBSJ26RZ::L6SJ28LZ; LSS128R2, LSSJ210LZ LSSJ210R2 Hangar field Adjustable Jack arise 26 NCA2 1 NC 1212 NC x8-16 NCA2x10 16 NCA2x1216 x10 2, A2:c A2 Bridging, : g g 2 DGBF series hangers 9 ,. o hangers l widths r from -al to 7- 7 flange han r available labia In win s ranging o 3 3 p 9 9 9 9 4 CNW318; CNWIi2, ONW518, CNW3/4, CNW518-IJ2, CNW3I4S/8 Coupler Nuts 25 LSSR1..81, LSSR2.1, LSSR2 37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 1 RCWB14: Wall Bracing 118" and heights ranging from 9-1/4'to,24". 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97: Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22 RPS28 Repair Plate Strap 3 DGF sales hangers Top flange hangers available In widths ranging from 1-112 is 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML2SZ, ML28Z, ML21OZ Angles 29 RSP4 Shed to Plate Connector 5f8" and heights ranging from 7-114"to 24i. 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Root TioZown 30 SPI, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1.314" ta.$- 7 RTUD3RTUD313,RTU_D4RTUD48,RTUD5,:RTUDB,RTUD7,RTUD8 Ratcheting Take-U p DeV k;q 29 MMHC Hinged, Roof Connector 31 SPH4, SPH6, SPH&, Heavy Stud Plate Tie 5J8' and heights ranging from 9-114"to24". 8 TUD9, TUD10 Tako-Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU26-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers: $2 SS1 a, SS2J5, SS3, SS4,5 Surd Shot 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from5-114" to 8- 9 TUW3B Take -.Up Washer 31 RBC, RBCP Roof BoundaryClips 33 5T9, ST1.2, STIS ST22, ST292, ST2122; Si2115; ST2215, ST5215, ST8224, ST6236 Straight Straps 7/6":and heights ranging from 1 1"to 32-1)2". 10 URS3 3B" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB201 T827, TB30: TB36,. TB42, TB48, T654, TS66, TBSO Tension Bridging 6 EGQ series hangers- Top: flange hangers available in widths ranging from 3-518" to7- 11 URS4 112" Upldt Rod Run Tledown System $3 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWSI O, TWS12, TWB14 Wall Bracing 114" and heights ranging from 11-1141c, 32". 12 UR55 5/8" Uplift Rod Run Tletlowm System 34 STC STCT, OTC, HTC4 TrussiClips 38 VGT, VGTR, VGTL Variable Pitch Girder Tted ivio 7 GLS series hangers Saddle hangers available Inwidths ranging from 3.1 /4" to 6-719' 13 URS6 314" Uplift Rod Run Tledowm System 35 TJC37 TJC57 Truss Jack Clips 37 WS106, WBf 000, W8126, WB126C WB143C Wall Bracing and heights ranging from 8.1/2 to 28"- 36 Z2, Z4, Z44 Panel Stiffen or Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-U4' to 7- 118" and heights ranging from 11"to321, FL#10441-R6 FL#10831-R6 9 HB series hangers Top flange hangers available in widths ranging from 1-9h5'to 7- FL#10447-R5 112' and heights ranging from 8" to 30", Sea iG Produot Model. Num tsar or N11me Product Descrlbtlon A # Product Model, Number of Name Product Desoriotlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-1m" 1 DTT2 Hold-down Seg # Product Model. Number or Name Product Description 1 CBH2,37x5:5, CSH2.37xT63, CBH237x9.75 Concealed hangers and heights ranging from 10-1/2" to 28'. 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHGTF series hangers Face -mount (DU, DHU) and top flange (DHGTF) hangers 11 HGLT series hangers Top flange hangers available in Wdths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-dowm 2 DSC2R-SD33, DSC2L-SDS3, iJSC5R-SDS3, DSC5L-SDS3 Drag Strui Connectors evadable in Wdths ranging from 1-9/16"to 3-9t16" and heights 7/6" and heights ranging from 7-1 C2 to 32". 4 HDU2, HOU4, HDUS, HDU8, HDU11, HDU14 Hold-down 3 GBC`, Gable Brace Connector ranging'from9.11B'to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114"to 7- 5 HPA28, HPA35 Strap=styie purlin anchor 4 HCPI,81, HCP2 HCP4 Hip Corner Plate. 3 HGU3,63SDS, HGU a;25-SDS; HGU5.50-SDS, HGU5.62-SOS, HGU7.00-SDS, HGU7 26- Face -mount hangers 118" and heights ranging from 14" to 33". 8! LSTHD8, LSTHD8RJ Strap -Style hold-down 5 HHRC2.2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513,25. HHRC5.3713.12, Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HiT series hangers, Top flange hangers available in widths ranging from 2-5116f to3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5t8" to7- 9118" and heights ranging from 18" to 26". 8: MPAI32, MPA144 Snap-sb* purlin anchor B HRCI..8I, HRC22 Hip Ridge Connector M` and heights ranging from 5-5/16" to 12-718", 14 HUSTF series hangers Top:fiangejoist hangers available in Wdths ranging from3-1/8"to 9 PA18, PA23, PA28, PA35; PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210:. LRU212 Rafter Hanger 5 HHGU5.25-SDS HHGUS 50-SDS, HHGU5.62-SDS, HHGU7,OOSDS, HHGU7.25SDS, Face -mount hangers 3 WI6' and heights ranging from 5.3/8" to 10 PA118, PAI23: PA128 PA135 Strap -style pudin 'anchor :8. LSU28, LSSU28 LSSU1210 LghtrSlopeable/Skewatile.UHanger HHGU9,00SOS 15 HUTF, HUGTF series hangers Top: flange hangers available in widths ranging from 1-9116"to:5- ti 11 STHD10 STHD1 ORJ . Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer: 6 HHUS26.2, HHUS28-2, HHUS210-2, HHU546, HHUS46, HHUS410,H HUS5.50110, Face mounthangers liZ' and heights ranging from 3.7M6" to 15". Concealed flange ., 12 STHD14, STHOI4RJ Strap -style hold-down 10 TC24,. TC26, TC28' Truss Clip HHUS7 25110 version (HUGTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116", N THAC422, THA426, THA422.2, THA426-2 118" to 5-118" and heights ranging from 4-3X' to:15-3/4P 16 HWP-series hangers Top flange hangers available in widths ranging from 1-9116" to 7- C= 12 THA11 81122, THAl2.06f22, THAl2.1122, THAI222 THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURC, HSULC) available foreili 1f 'rand heights ranging from 5-318" to 287. 4V 1s THAL422, THAR422 SkewedTrues Hanger double 2X and 4X models; only acute flange is concealed. 17 H'WtiPH series hangers Top flange hangers available in widths ranging from 1.9M6''to 7- C 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU216, HTUA-2 HTU28=2, HTU210.2> Face -mount hangers 112"rand heights ranging from 5.318" to 32". RV 0. 15 THJ1Vf2-4-SDS3, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUD series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116 to 3- 16 TSBR2-24 Truss Spacer -Restraint 112".and heights ranging from 2-7/8" to 19-114". Concealed flange 5/8" and heights ranging from 9-1 W to,16'. ua 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models.having width equal Ivor 19 JB series hangers Top:flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greaterthan 2.9116 . ranging from 5.318 to 7.44', 10 HUC01.8119-SOS, HUC01 81111-SDS, HUCO210-2-SDS, HUCQ210 3-SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width off 9116" and heights SDS, HUCQ410 SOS, HUCQ412-SDS(HUCQ5.2519-SDS, HUCQ5.25111-SDS, HUC0616- ranging from 9-3AS" to 13-118". y - rD_ SIDS, HUCQ612-SD5' rn e� r45 co le �� ,7r= -M E r�o • Simpson Stron -Tie 2020 FBC Approved Products Updated 12r4OW20 IMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strop -Tie 2020 FBC Approved Products updated 12430/2020 For direct Inks to all SSTlapprovals fisted b¢lowd,: CLICK HERE.. For direct Inksto all $ST approvals listed below,. CLICK HERE, - : For direct finks to ell $$T approvals,I'*d below,. CLICK HERE. For direct Inks to: all WT approvals listed below,. CLICK HERE. a For additional information regarding FlaidasStatewide ProductApproval System and Mamt-Dade County Notice of Apceptanca (NOA), C-LiC H. For additional information System rswide PrpduPtApprovaand Manu crurtty'N,UicepfAcre taNOA, For Rionalinformat--:onoegolio F1al da, s.Statewide Prprac{ApPov l$ e mend Nam.-. Dade�OCuny Notica efACca IanCe' NOA),C_ Fat- db;it.onal information maonre regarding F1on.do. , sStatewide Product System and MdIrP-0adeGouni Notice orAtea lance(NQA ), CLICK 21 LB series: hangers Top flange hangers available, in width of 1-911'S' and heights FL#114WRO 18 SfLBV1.56, SILBVI V, SiLBV2,06: Sfi.BV2,37, SrLBV2.56, S1LBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anohorfor concrete ranging from 5-3/8" to 15-118": SfWV3,56,511_8V3:62, VLBV406, SILBV4.12 S/LBV4.28, SILBV4.75, S1LSV5.50 6 Strong-Solt2 (STSZ ST82-4SS, ST62-6SS) Strong-Boft2 Wedge Anchorfor concrete; available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9116' and heights Sea It pr? odug� ftttel, Number or Name elgg Descirfptfon 19 SILTT20, SfDTT2Z, SfHTT14 HTT4. HTT5 Hgldowns steel and Types 304 and 316 stainless steel ranging from 9-SMS" to 131T8'S 1 HHUS2107 3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HO (THD-H THD HMG, THD-H4SS, THf1146SS, THD-CS THD-CSBSS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEGS, LEG5, LEW series hangers Top flange hangers available in widths ranging from 3-14'to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718"and heights ranging from Wto 33-112'. 3 HUCQ210-2-SDS, HUCQ210.3-SDS, HUCQ510-SDS Joist Hanger 22 SSP, OSP, TSP Stud Plate Ties stainless steel, orwith countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1 /4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Cfip Type 316 stain Less steel 718"and heights ranging from 9'to,32-112". 5 THGQ2-SDS3, THGQ"DS4:S, THGQH2-SDS3, THGQH3-SDS4:5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 6 Titan HO Rod Coupler (TH037634RC, THD5O934RG) Titen HD Threaded Rod Coupler for concrete 25 MIT sense hangers .. Top Flange hangers available in widths ranging from `1-9/16 tit 5- 6 THGW3-3, THGW3 4;'fHGW4•:3; THGW4-4 Joist 26 TJC37 Truss Jack Connector 9 Then HD Threaded Rod Hanger(THDB35158RH THDf337158RH, TFtD37212RH T. -_ a for c Than HD ThreadedRod Hanger concrete 1/8 :and heights ranging from 9 i14'to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFD$B series hangers Top flange hangers availablein wMdth oft-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3.318' to 7 1/8" FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connecter 28 WP series dangers Top flange hangers avaimbie in widths ranging from 1.9/16" to 7- Seg # Product Model, Nuts bar or Name Product Description Sag # Product Model. Number or Name Product Dosic dgWM FL#16230.R8 If8" and heights ranging 9-114"to32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM1,82-SDSHDG; GCQM4.62-813SHDG, GCQM5.50-SOSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4:62-SOSG, COTOM5.50-SDSG, CCCQM362-SDSG. CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, HISS, H162 H18:-2S Hurricane Tiel CCCQM5,5OSDSG 1 AT-XP AT-XP High -Strength Acr rc Adhesive for concrete or masonry y FL#10SW-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQMS 50G-KT, ECCLLQMD3.62G-KT Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETA 12 HETALIB HETAL20 L Embedded Truss An char • ECCLLQMD4 62GXT,-ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,62G- 3 SET-XP SET.,XP High -Strength Epoxy Adhesive for masonry ♦,.J Product Model, Num bar or Name Product Description 6 HGAM10; HM9 Masonry retrofit connectors KT, ECCLRQMDS 5OG-KT 4' Strong -Bait 2 (ST82) Strong -Batt 2 Wedge Anchor for masonry n, 1 ABA44, ABA44R, ABA46, ABA46R, ABA66; ABAWR Adjustable PostBase7 HHETAI6, HHETA20 HHETA24, HHEFA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM550, HGUM7.00, HGUM7.25, HGUM9.40 Heavy Masonry Hangers 5 Titen 2 (fTN2) Then 2 Screw Anchor for Concrete W 2 ABU44 ABU44R, ABU46. ABU46R. ABU5.5 ABU5-6. ASU65 ABU66, A8U66R ABU88, Adjustable Post Base 8 LGT2 LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28.3; LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 TRen HD (fHD•H4SS, THD•H6SS, THD-CS6SS) Than HD Heavy -Duty ScrewAnchor forconcrete available in 304 ABU88R;ABU1010 ABU1010R.; ABU1212;ABU1212R. -9 LTA2 Lateral Truss Anchor LGUM210-3 LGUM21LGUM46, LGUM48; LGUM4ID -, or 318 stainless -steel with hex head, ad, and 316 stainless steel with 3 ABW442, ABW44RZ, Ai3W46Z, ABW46RZ', ABW66Z, ABWt�RZ, ABW7 7 Adjustable Post Bass 10 META42, META16, META18, MEfA20, META24 META40 Embedded Truss Anchor 5 MBHA3.12/9.2' MBHA3.12111.25 M6 A3,56/725 MBHAS 56f9 25 MBHA3:56/11.25 a, , H MBHA3.56/11 88 MBHAS 56114, MBHA3.66116, M13HA3.56N 8, MBHA5 5017 25; Masonr To Flange Beam Hangers MasonryTop 9 g 7 Turbo countersunk head. TKen Turbo Screw Anchor for Z 4 A04, A04R, ACE4, AC6, ACOR, ACES Post Cap 11 MSTAM24, MSTAM36 MSTCM40, MSTCM60 Step Tie for Masonry Titen (TNT) concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BC52-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5,5019 25, MBHAS 5b/11.25, MBHA5.W/11 88 MBHA5.50/14, MBHA5.50/18, 8 C844, C646, C648 mes, CB68 Embedded Oclumn Base MSHA5.50118 M 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SD$2, CBSQ85-SDS2, CBSQ88-5DS2 Embedded Column Base 6 MBhN3.5619.25, MBHU3.56/11.25, MBHU3,56/11.88, MBHU3.561/4; MBHU3:56/16, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, EC;CU Series Bolted column caps with Wi ranging from 3.114'"to9.1Q" anti FL#1149GRS: MBHU3.56118 MBHU5.5019.25, MBHU550111 25, MBHU5.5OI11 88, MBHU5;50114, W2 ranging from 3-518" to7-112" IMBHU550f16 MSHU5.50118 Sect # Prod Model, Numberor Name, Product OSOMtlon O 9' • , CCQ-SDS25 ECGQSDS2:5 Series - !� Saevaad column caps with Wi ranging from 3 I/4 to,9-I/2' and: Seg # ProductModal. Numberor Name Product Dead 1 X3481016-5 XIS1016 X181016.4 XQiS101$ XQ181016•4K K iC #IOA6Strop Strong -Drive Topping Screws with #3 9 9, aPP 9 L_ W2 ranging from 3.5/8' to 7.112" i DTTI Z Deck Tons -ion Tie Drill Point CDL 10 CPT44Z, CPT66Z, CPT88Z Concealed Float Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XI Q114B1224-2K #12-24 Strong -Drive XL Large•Head Metal Sol -Drilling, Tapping ^ 11 12 EPB44A, EP844, EPB46, EPB68 EPS4Z Embedded Post Base Embedded Post Base 3 A H03B, HD5B, HD7R HD98 HTT4, HTTS, HT75.SA Bolted Hpldowns Tension Ties Sect # ,Product Modal, Number or Name Product Description 3 )=I 14SI224 XM4114B1224-2K Soren s with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self- Drilling, O i. L 13 LC844, LCB88 Embedded Column Bass 5 LTT79, LT720B, LTTI31' Light Tension Ties 1 524V22300, SDW22338, 5DW22438„SDW22458 SAW22500, SOW22ri00; SDW22838;: Strong Drive $DW EWP PLY and TRUSS -PLY Screws Ta in Screws with #5 Drill Point and Medium Diameter Hex pP 9 14 LPC4Z, LPC6Z Light Post Cap SDV=63A 4 XQ114SI 224, XQ11461224-2 5K, X1`14$1224, X0112S1224. X011281224-2K #12-24 Strong -Drive XMetaf Self -Drilling, Tapping Screws with #5 Drill Point 15 MPS44Z, MPB66Z, MPB88Z Moment Post Base: 2 S➢WC15450 SOWC15$00 Strong -Drive SOWC TRUSS Screw 16 PB44, PB44R, PB46, PS66, PB66R Embedded Pest Base FL#13626-R5 3 SOWH10300DB, SDWH19400DB, SDWH106OODB, SDWHI98OODi3; SDWH1910DODB Strong -Drive SDWH TIMBER-HEXSorewr 6 XU34S1016, XU34B10165K #10.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46: PBS66 Embedded Post Base 4 SDWH274000, SOWH27800G SDWH278ODG, SOWH271000G, SDWH27120OG Strong-Drive'SDWH TIMBER -HEX HDG Screw #1 Drill Point 116-0 18 PBV6, PSV10 Round Post Base Sea # Product Model. Number or Name ProdSlct Description 5 SDWS16212, SDWS16300, SDWSI6312, 9DWSI0400 Strang -Drive SOWS FRAMING Screw Grade) O 19 FC44-18, PC46,18, PC48-16, PC64-16, PC66-16, EPC44-16; EPC46-16 EP048.10, Post Cap 1 58518x24, SB718x24, SI31x30 SB Anchor Bolts 6 SOWS19600, SDWS19712,,SDWS22400,SDWS22500,SDWS22512 SOW522600; :Strong -Drive SOWS .TIIM13ERScrew (interior L� 20 EPC64-16, EPC66-16 PC4Z. PC41RZ, PC62, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC413.Z, EPC8Z, EPC5RZ, EPC8Z, Post Cap. 2 SSTS1$, SSTB20, 13ST824,..SSTS28, SSTB34, SST836; SST616L, SST820L, SSTB24L, SSTB28L SSTB Anchor Bob 7 SOWS22800, SOWS22900, SDWS221000. SDWS221IDO, SDWS221200; SDWS221500 SOWS22300DB, SDWS2240ODB, SDWS22500D8, SDws226o0DB, sms2m000a, Strong -Drive SOWS TIMBER Screw (Exterior G rade) FL#35320-RO §2" Product Model. Number or Name Product Description 21 PPB44-41Z; PPB44-CZ Post Base 8 8DWS22311213BB, SOWS22512D98 Outdoor Accents Structural Wood Screw 1 ➢SSCBA3 5 DSSC846, DSSC1348, DSH6 Bypass Framing Drift Strut Connector n, 22 RPBZ' RatrafitPastBase FL#13812-R4 9 SOWS27304SS,S➢WS274008S,:SDWS275OOSSSDVVS276003S,SDWS278OOSSi Strong -Drive SDWS TIMBER SS Screw 2 FC843.5;FCB45.5;FCB47.5,FCB49.5,5CB411:5 Bypass Framing Faed-Clipcot) nector �v SDWS271000SS, SDWS2712DOSS 3 FPHSD34S1016, FPHSD34B1015, FPHS034BI016-5K, FPHSD34S1214, #10-18-and #12-14 Strang -Drive FPHSD Framing-to-CFS'Self- Seg # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Soraws ICU FL#19866-R5 1 CMS7I2, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, 0522 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC6.25, SFC2.25, SFC4 25, SFC6;25 Steel Framing Con ne llor U M - 2 HRS64 HRSB HRS12, FHA6, FHA9, FHAl2, FHA18 FHA,24, FHA30, MSTI26, MST136, Straps 97 mil (1:2;ga) 5 LSSC4.25, LSSC6.25, SSC2 25, SSQ4.25: SSC6 25..MSSC225,.MSSC4,25; MSSC6.25i Steel Stud Connectors sea # Product Model, Number or Name Product Description' M8148 MSTI60 MSTI72 S1MST27 S1MST37, 5/MST48 MSSC4.25KW MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTSSOC Heavy Twat Straps FLAM.5363•R3- 6 RCKW3, RCKW5,5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 L.STA30; LSTA36, LSTI49, LST173, MSTA9, iMSTA12, MSTA15, MSTA18; MSTA21, MSTA24 Straps 43 mit (18 go) 7 SCS43.5, SC1345 5, SCS47.5, SCB49.5, SCB411,5, MSC845.5, MSC&175 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH4", GH48-8, GH41 M, GH410-5, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 Straps 33 mil (20 ga) @g Product Model, Number or Name Product Desc ption 8 SCS32.5197, SCS62-5/97, SCS62-5tl18, SCS82-5N 18 Bypass Framing Connector 8, GH610-6; GHBIO-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging connector 1 AS IS, AS 1885, AS 1836 18 ga. Truss Plates 9 SOW3.25, SCW5.5 Head -of -Wall Slde-Clip Connector 4 GLB5A, GLB5B, GL85C; GLBSD, GL137A, GLB7B, GLB7C, 01-1370 Glulam Bearing Play 7 LTP5 Lateral Tie Plate 2 A52OHS 20 go, High Strength Truss; Plate 10 SJC8,25, 5JC1O.25,MSJC8 25, MSJC10;25 Steel Joist Connectors 5 GLBT512, GBLT$12, GLST516, GBLT616, GLM'20, G1311620 Glulam Bearing Plate 8 LTS12, LT616, LTSI8;1T$20 Light Twist Straps 3 A6•20' 20 go. Truss Plate 11 sssa 18 Bypass Framing Slide -Clip Strut Connector Self cia 6 HGLBA, HGLBB HGL@C HGLBD Heavy Glulam Bearing Plate 9 MSTA30, iMSTA36 ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTM M5TC52 Straps 54 mil (16 go) 4 ASHP Hit ge Plate Connector 12 XLSH34S1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouidored -Drilling, Tapping 7 HGT-2, HOT-3, HGT-4 Heavy Girder Tiedowm 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 go) Screws L11 8 UFPIO-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS3OC Medium Twist Straps 13 XQ1S1O18, XQiBiO16-4K, X0181214; XQ1 B12143.5K, XQ78S1224, XQ78B1224 3K; 010.16#12-14; and 412-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universe Retrofit Foundation Plate U sisal a 12 8161,56 SI 1 81 SIB2.06 SISZ37 862,56 :VB2 68 51B3.12 SIB3ZO SIB3.62 S1B4 06` B To Flange.JoistHan Hangers p9 FL#18730-R4 XQ114$1224, XQ114$1224-2:51K, XQl'l2S1224, XQ11281224-2K, )(34Sl Oie-5K, X151016; Xi 8101 fi•4K, X1 SI214, X181214-3.5K Tapping Screws Q 5(84.12, W134 28, S/84.75, S/65i50 Z 13 SfSA2120, SIBA112110, SIBA2.12112, WBA2.12/14, S/BA4.18/8: S/BA4.18110, Top Flange Joist Hangers Seg # Product Model. Number or Name Product Description J S1BA4;18f12,S/BA4,19/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A HurricaneTie 2 GAC GDP, GDPM-50, GOPM-75 GDPM-100, GOPS, GW-5O, GW-75, GW-100, GTH Gas -actuated fasteners and assembles Q 15 SiH288r S/HD88, S/HD10S StHO108, S/HD15S, SIHD158 Holdowns 3 PDPA, POPA,K, POPA-MG PDPAT, PDPAT-K, PINW, ipNWP PINWP-W, PDPAWL Powder -actuated fasteners, threaded studs, and assemblies J 16 SIHDU4, "DUO SI1-i[DU9, S/HOU11 Holdpwns PDPAWL-MG, PSVL8,PSVL3-K, PCLDPA, PEGLDPA, PTRHIM,: PTRHA4 17 SlJGT,SIHJCT Joist Hangers 4 SET-3G AdhewoAnchor for concrete SHEET NO. August 102022 PA 1.3 4'.. �z e: �.'� t•Y a-. '• i4 � �v. �.k,:Yk '.. E. t, k m'' �ksait 4ti Yi: ff : iCi.l Im N N Q� > O N CD c OCM +� . C 0 'cn 0 � O � Q O «s 11_ o > .� C—' -� cn O a)2 � fF C/) Q Cm _ C C„7 Cl }-_ A.E. F T PX. '�'dk�j �L9 ab �g$g i+$D� 7 ,Y�a�}}p$►i��$iKat''M+'h.�7�.'�111. �iDl.t +1�,',��p .L7t. ii'SA3aSFa' 77 q.��� 5� `ZA y,If �`, 93 CR] yr pit I*,, ', �r1L#i�Nlfl. fRv... aFi , en ca ss a c� e r 8...P IMR, is �' 5 ii7.Y s i August 10, cn E 0 v cn 2> > L CL O U O L V, U m Q O L cu LU G z J z a. SHEET NO. PA 1.4 N c- W N }, U MIRM1- MIAMI-DADS COUNTY RUMP PRODUCT`CONTROL SECTION L � o- p O Cast Crete USA:, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (D Co -0 CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Siva, Room 208 C - ' +-• (1) (1) BOARD AND CODE ADMINISTRATION DIVISION Miami, )xlor da 33175-2474 r (786) 31 S<25907ab) 13-2599 NOTICE OF ACCCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE EVIDENCE SIIRMI I'TED l+�tOTICE OF ACCEPTANCE: EVIDENCE SUIMi[TTEn � U '` ' • — C NOTICE OF .ACCEPTANCE (NOA) � ia�nidacl�.eovte�nnomv � CD � Cast -Crete USA, LLC 03-0605.04 I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL3 - , EVIDENCE ICE SUBMITTED UNDER PREVIOUS APPROVAL 1 i1219. 2 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � p 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 �• � 0 � Setiner, Florida 33584 ,- /I n No. FD4612 titled Precast and Prestressed Lintel Details ,sheet 1 0 1, 1. Drawing , .� // 1. Drava No. FD46I2, titled Precast and Prestressed Lin#cl Details ,sheet 1 of " . ," 1. Drawnn Na. FD4612, tailed Precast and Prestressed Lintel Details ,sheet 1 o O LL — tt3 C �., e Crai Parrino P.E, dated March 24 2003 and No. LT4612', titled prepared by g > g 1, prepared by Craig Parrino, P. E, dated March 24, 2QQ.3 and Drawing No. " ,, "" " 1, dated 03/24I43 and Drawing No. LT'4612 #t#ledCast-Crete 4 , 6 & .I Z O 4.- > � O > SCOPE. heet5 1 thrort h 3 to 3 re cued "Cast -Crete 4 , 6 cl'e 12 Lintel Safe Load Tables" s S f > p p . � � , _ . , " !, ,, ,, - 4 12 titled 'Cast -Crete 4 6 & I2 Lintel Safe Land 7'ala%s sheets LT 6 > f , ,� Lintel Safe Load Tables ,sheets 1 through 3 of 3, last revision domed 06T12f14, all . —� O O N L . _ . This NOA as bean issued under the. _ potable rules and regulations governing the use of construction materials. 8 �p l'� g 8 last revision=#1 datedA t128 2003 both Parrino, P.E. dated March24 2i1t13, g >. through 3 0 3, prepared by Craig Parrino, P.E., dated March 24, ZQ03, last � f re are signed and sealed b Craig Parrino, .1'.E. an 08/19I14. P y' , L cq -w Q — � O ca . e Miami -Dade - Product Control The documentation submitted has been reviewed and accepted by Miaana Dad County RER- Prod c Control drawrn signed andsealed by Craig Parrino, AA gnP.E., revision dated March 11, 201I8, Old signed and sealed by Craig Parrino, P E , on _ _ � � � � Q Section to be used in Miami Dade County and other areas where allowed by the Authority having Jurisdiction B. TESTS March 22, 2012 B. TESTS tom. 1. Test report on flexural testing on 4". 6" & 12" Precast Concrete. Lintels Filled anal B. TESTS 1. None. This NOA shall net be valid after the expiration date stated below. The Miami -Dade County Product Control . . . Unfilled Mode Is, total of`(13) concrete lintel specimens, per�E 529-94, prepared _ 1. None. C. CALCULATIONS ., c i e County) an the areas de Co reserve a right t have Section lVlaam_ Dad Co ty} ..lion AHJ (an eas other than Msanar 1?a County) r e the g o Research Laboratories, Report No. 304(t4A dated tJ4�1i7/ti3 signed aria' by Applied Res ar La _, p: , Sn 1. Calculations or'Cast-Crete Lintels dated 0811912014 pages 14.201 through 14.236 f ' p g , iproduct ate ial tested or quality assurance purposes. If this product or material fails to perform in the this or material f q al ty s p rpo pod as p Christopher A. Hamann P. sealed by p , G. CALCULATIONS prepared by Craig Perrino, P.E., signed and sealed by CraigParrino, 1'. , accepted manner; the manufacturer will incur the expense of such testing and the A13J may immediately revoke, 1, None modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C CALCULATIONS D. QUALITY ASSURANCE. . _ acceptance, if at ns -determined by Miami -Dade County Product Control Section that this product or material ., - ed" Craa 2 2 ? es prepared b Craig 1. Calculations car Cast Crete Lintels, latent QS/ 9r'Q3, tt , by f , Fag p p g QUALITY ASSURANCE D. Q 1. By Miami -Dade County Department a Regulatory and Economic Resources RE y !' part f fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. ' ' 1, By Miami -Dade County Department of PermittingEnvironment, arzriliegnrlatoryiffairs. 2 Calculations car Cast -Crete Lintels dated 0512�9103, 140 a .es, prepared b - Crcr f P 8 p F y g E. MATERIAL CERTIFICATIONS . Thus product is approved: as described herein, and has been designed to comply with the High 'Velocity Hurricane Parrino, P.E., signed and settled by Craig Parrino, P.E. 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 _.Machine M/ It APPROVAL IIOGUNiENT, Drawing No. FD4b 12, titled Precast and Prestressed. Lintel Details ; sheet 1 of 1, Quality sterna Manual or Cast -Crete Made Precast Lintels revised on May 1 • ty �' ,f�' F. {)TREK Letter Cast -Crete U o0811912014,s' d and sealed Craig 1. L # from st USA, Inc.,, dated tgne � e liy g +� ,/ prepared by Craig Pamno,l?.E., dated March 24, 2t)03 sand Drawing No. Li4b12, tolled Cast -:Crete 4 , b & 12 2.002. C rete Corporation, ration dated ,Feb 03 2012 signed and sealed 1. Let#er frt�tn Cast -Crete C' pv rrtary > gn Parrino RE certi an compliance with the :Florida Building Code 2014 Edition. , ,�' g p g . Lintel Safe Load Tables".sheets 1 through 3 of 3, prepared by Craig Pamno. P.E, dated March 24, 2(iQ3, last date ZOt7 . 2. Cast Crete slaty System Manual for Prestressed Products that Z _ . . .. cent to compliance with the Florida Building Code 2010' by Craig Parrtrio, P:E, fy g�' , revision dated .Twine 12. 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Editim 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #117-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-03 0.09 GS A. DRAWINGS date by the Miami Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE _IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details- sheet I of 1, A. DRAWINGS -. LABELING. Each lintel shall bear a permanent label wash the manufacturer's name or logo and the Miami-Dade'"Cast-Crete prepared by Craig Parrino, P.E. dated March 24, 2003 and Drawing No. LT4612, titled 4>", 6"" & I2,> Lintel Safe load Tables", sheets 1 through 3 o, f'3, prepared by 1. None,. B. TESTS 1. None, county logo. Craig Parrirro, P.E., dated March Zd, 2003, last revision dotted March 11, 20i18. B. TEST'S • RENEWAL of thus NOA shall be considered after a renewal application has been filed: and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance ofthis product. B. TESTS1. 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' D. QUALITY ASSURANCE materials, use, and/or manufacture ofthe product or process. Misuse of This NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. None. 1. ByAfi ami-Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1' 11Tone` D QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT:: The NOA number preceded by the words Miami -Dade County, Florida, aril followed by D. QUALITY ASSURANCE latory and Economic Resources (RE. By t nni-.Dade County Departent of Regulatory 1, ,Wana.. the expiration state may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1 By Aria i-Dade County Building Code Compliance tie, 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- e� � shall be available for inspection at the job site at the request ofthe Building Official. 1. Norte. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E This NOA revisex NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages E-1, E 2,'E-3, L-4 and C" cat LU E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Maker, P.E., M.S. eirny A. Ma ar, P.E., M.S, Pra nct Control Section Supervisor eimy -A. Dakar, P.E., 1V1.S. Pro act Control Section Supervisor etany A Maksr, P.E., M.S. Product Control Section Supervisor ce- -< _ n W NOA No. 20-0630.15 NOA No. 20-MO.15 NOA No. 20-0630.15 NOA No. 20-0630.15 ,_ N � Expiration. Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 e N Approval Date: 08/20/2020 t� 2oes Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 ]Page 1 E-1 E-2 E- � � e M E Cut -Crete USA, LLC' +Cast -Crete UN&LLC v 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- 1. None: 1, None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). 1.. By Vlami Dade County Department of Regulatory and Economic Resources (RER): E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None: 1. None. —�/ F. OTHER F. OTHER _c_— 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast- z (n Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & settled by Craig Parrino, P.E C� 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Cade, 2020aa'ition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, AE cz O 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. 0- LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe L Load Tables"; sheets 1 0 Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E:, on U January 22, 2019. =3 B. TESTS 0 O 1. None. C. CALCULATIONS Q 1. None. D. QUALITY ASSURANCE � J � M L By Miami -Dade County Department of -Regulatory and EconomicResources (RER). E. MATERIAL CERTIFICATIONS 1. None. � F. OTHER 1. Article of Conversion for a name .change. (a e lay A. b6kar, P.E., M.S. Cl Helmy A. Makar, P.E., KS. � Z CD 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: 09/11t2023 Q Approval Date: 08/20/2020 Approval Date: 08120/2020 E.,4 E-5 �- SHEET NO. August 10, 2022 PA 11 5 a) (D > = =3 2 no.aly r -tip a) 0- bd ECO 0- C13 -0 TiLurTkipTiMs 9 EmaiNEgRima cotwOA—ki U TEA' wr-"T-'; Z MATEMLZRARACTEMSM-010 SPECMA-Mft. 7lLjLff,T98T1lVG & 111"111119JERIING GPM 1,61NATAUA1119k Latool-niitiiiiefm)3'actatidt4tiguro'16$d 11"IA-werepeftmlied uhdOrfrotocolwTAS , $hZ)li be with dope-al'Note's to MNY WATTM 8, TTU��P*, r OMdComp -- itated-p rfdtmeduhdeeSS't"012-gggtihd4rdag Installation shall be peftfrfled-1 owtffy it) ac; 441,100 with 008114 indicaw on C U) Tkotn WAMIAA p arseotion, 1609J'2, of the Fl�,rida, 00emstatic,toads at (& fte Flotl0aBullidirtgC6de. Phif , stAttalloads shebt 1, 2,'*6t&,92of 26, 40roduct gigildlhq Code, �U� 201, 20AIR per alaOtloh 162t of tht,,� EYALIAT-1 =3 CU U) t M =Z 11 �1� wZ111 I'll as perTAS 20Z Protocol. Test r6�ofts prepa Sm i led by A rl n, e no �rOd 6Y HUrficaneZrigiflearlN t NoA#-j76.,,An�h6r,* 6atibos-iShall'beat lhdtdIkW on iihools I 7ano 91 of Von 1700A,8, *ASTM "p. T" repo, MAW rito oit T so -10 0 �70 414.41� 01 da Testing, Inc,, Reports d d 08/oR11,09-0, #H4 , dated 0gjj-,Vj q9ti, 219�of Produ .06,01' South Florid0j;R -4� 13 41011 ct ent drawirloNe, �4,fjo, 1,102 "heased by William sheets JL�t. 11, 14. 1&-ti'and' MOIDUG 004011 996j all three signed a nd. so gle by fi­ N6. 2047& of C: 0 0 T' #90;-Twdateo to , W Mghnpi�, P�t, sorix.,moroz, Pit An 16- o.rM. M adiris, P.E,, FenoIst(atjOrLT*stlrQ Laboratopyj Inc. rqpoft_#'j det4d,04tjLWj '91 qaied, b sfghsil�andso dir ed,by'l-: 0 21 FaL 2C,2009, dated 1010,$il 000 witn atid+ilartry HjjtT#ML oss6d byGilbert Olaftirld,, P�E� and RAOrt Nm 7. LIMITAT110 WC�wTjQN&QE1U-5k1t DATE�� J* 2,7, zx PE'. 'Large Mlas"a inloact,apdrbyolic 0 LL- 01901-0! d. MarCh'4-, signed andseoW by Edmart4o, Largaospadg po 4 Flo I a, Co 0 4-0 4- 02 ated CHARMER1 — loadings Ver. Pro4o.w1s,TA,520,1 -ca09-os fth rd Px­;;� ii�nry'Hatterm F.E. -tulidirij Code, t�st Reporipiepatod by'�A I - 7,1-thail be striotly1n compliance With Genoraifttoo 1401 1 BILthru 14, indicated PROOUCT CATEOORY, uff6rsr metican Tostloglab ofSouth Florida, 0halt be stnoyip, Ixopordarco wfth'Gone, 0 Nolesand Corv�ponenta indicated -or! M 0 > Ailylg, 2020 Q0LMp on shilliat I of A, as we'! 'as 0`004irls 1, Notes W, I th N 41sin� 411 tfl N 16, �Rspqq,No. fw.04--io, "d ��23,20JO, $02110 by jurto E. No, E 2 T 2 Taftilo tpstrepptVNo� DCM-197 b On sibeet Z'of 26 Of P'MdUot t4ustion l).bWftw—nQF`--S D�),,drawirlg- 'E S bonzWozi PE. 'a 'y Im, dated Mar�h 13,200, 4i%,20#1 70 PkO:l0UOiTSUA-0A form pariels PRODUCT CATe#A*Y- itign6dAInd spatod by Ffank Gratqt,;RIE� prol;lared byfiflaq6, Inc., anti Signed od $aAW'by Weill Sit I Of 1 Of 1,'I!1Ddgct. CU T01040040IN!"d NO. scwmtlyoo MON11praical, lnc,� dated March 1%�200%- Afthdr s"biffoations-shpli 40as, 1E On 42 CU PFMID1.4113T NAM ILLSr'T"pj P ULATRUCTURA ENGINEEfal iQt1AL9;ULAMQNS.* 72., Product t i4 GAOIE, 6ALYAffillift, ST10 sJqnadarld seated WlFfoli�,d r4 UCU11pent (PzED,)� -d 446.2(1475. may �Jje jrjaiajIad,'Wfthjn HljbH VEL00-0 9T-eistos PAWL F-valvotion" D. < port No,"J,OKM-431-a ated D ci*bo I 261bsi ad on 20,cloge Galvanized Steel storm P'Andt for maximum pah6llength va-dealp per OaMetallutlgicof Re e 'n defined on sodlon 16901 Of tho F:Iojld# Efuit'dting Code. PAOOW NAfAE; 94 QA4fi GAIMMIZOD $Tf EL STORM PAXII� ox" a L p,0 rASTk41E-9- UANUFAr.TUAEW Glam, as at and .,P adoctshodhonlyb AP -�004M6 1>100-and 4 + $treit UMIWION"140 t-ONDMIN90F USE ratio" a: qSIAII00111 Is gth based 1, onP115 ofth, Florida 19,1� wood frame Arudufas' Floride S0214 4600 61 8treat d DII end 0311VIS, a Off, Z4(;ag40Wvanizad Stolo�-f rM Pa I& mixk1migm panel length Ivs,design, Davie, FlatICIJ0383114 T I shall'be strictly irto windloati,,pow -omplfinoia Iivfth-00MaI,NotoSNo­. I.-81hru 14; Indicated 1windloidand-of*1 ID -u ' ' -), dr No,'10,75 on oc.-ftlerit P,EZ, 8�,lvjift GO`r� alie Tii pro , lft"g', �P�URPMLOE tYALMION, 4r0tIV6-a6ajysl*,,4rlV iWek dance Title m­i and Oared by1litacc, iLF. lmu RUSISTANCE: 'product EValuilitidn, Rep 'filit, Jr, P�E; (Plorld#,Ljoan sjgnod On$ Z Aj lonoffi,based 06 ratIonw,1nId,o6mp with 0009 T, EMU&MN; LA isa impact un, �s ealion *4 offhoPlorlds 8411dirigPO4" baloutelJonl and b , III #or this r b Wallier 167)i Preeldont of Tillew, Iric�(`51drida-r-A-WO 19)� ThI10 a Prod I orfis,0004by WaltorA� T11111, Jr, P.9. him EwaWbibli kVort ISWW P.E. I$ W Pa In , fie, No.,44 4pt EVal got! Rep , r , -Y Y* TAS 201, Protocol. Inv­,,dA10d,12f1,6t16 0121 and y Walter wlthin,HIGH VELOCITY W I r=ZQNES Ili60lobjljLP'jrI�ctjVjr Products, J-4C 4 - �:aealad 1� TZ ProdgetsMil rlot_b4 Ifttaii6dr it* RROAN if) of smallosas and, do ov -as , Fined -010 "a And n. sedlon 162 t risl R&OU)"o)t 1,3. Pr6dAxt sh$11'Unly Ila-lostallao iritopourel concrete,, poricreteb(look, and 'profts540- zaobov talvairl&ed Steel, stotim panal,has -been verified to,spot inWind, 3. M PACTRON MM' a prestur4%. MajdmuM W. at longlift-shialil boas 10, 14� 16 Large mfilsille Impa ;tlOn 0*,1.2 61.1hefloridja Building- Code., is per Th*produbt is 6sing Issued an P-valvatlonReport-as dwrlb,60 ho0pif and hp4 I 'L, 11 1 "i,, 1i This prod4 , 4 und 4115 .1 2, (lard Mhlo*pct 44 � ' with the' 4 1 1 0 ptO,boing Isqvild an Fvaluation -Report as,de qo0ed i ndhas, acooman k�5�80venth 5ditiot) of the ,4 been verified fbr dom 26 of 20of PrId6ct i�4alvatlo'n Dbcarnliiht fiet#ln, a P$fq, 1,�-o qVtan npdrsot -in os*iib�44 <=7�77=tv. t?�,q TAS201 20201evarith Edition of the oppliartoo in accordance WldlrQ Codeand to nlout+flafor the pOr ,E lorlda I- ns PrOcitictivibirthe I purpose Intended nphor �$pad rig Shall be -.Ult)dioated, onzhoets -8j 0, 10, 11, . I -�w p pose intended Lice 0 Holds 9 �0 P(bdU­a Evaluation Ftepott prepared by WoftsirA, Tillit, JL P� r1pride'Eloi0ing Code a 20-06. WA(murn A STA , 05 Ir _by_the Code Tlkec4I, too. poric IkOM71,9)� w to varify thattfie, 44, 16,17, 1111, 1t, 20,26 and -26 6��-,k,of 0 Uct, I�Oluo#on Document (P.E-D.), 04"ientiothat,"Wred by the Pode. pttleAsf *o1volent to that reoli ad No-40% Prols6snt of 4ravAlTigNo. 204M. 4,ANDLOAD $UNCE1 Is C -F I! ReportShall besubjoct to WwWarld r0oolalOn In case Of Thls;Pr0dVbf'P-VWU0fJ0,q, ROPPrtsbSit be 81)*Ot* eview and wAsloft In case of AL" Thlsp�lrodw disgo Pano),has basp varifiIed ta ustolo, Wind a lilvildilvd0a, chatlip that A* Affect4lis jimftafiqns�anlfoandltions 1604th,shaill be Atithdip t t Was, o6 ihoo press 6'a performed strittly in aoc6rdance wilb detsilsindlealad on 12 lind, 11 ofta &I - , - L ')dMrh'Amhqr S' tE sit 'oA g No�-20475. 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X, M W.M =�� IN ORDER 70 YWay INA-1 A14CHORS VW'M )�:M AS OES, Mt Wff OVER STMMM A M ##CMW- 10 *IM" 05 PAW Q/M14,M1AM TV, TV. cc C..j SIRCSS FOR VAND WNDS *a - FASTUAM VACINO TO ftOO I" &'IN OMQONXV #4 N ,4COROARM W11R.0, 30tISliM JUM W THOR AN&YSIS OR!�=91 ce CID C-3) on" EM OWAOCC OF UO "M1 INTO WOOD SPOILL I1x to 010010 IN 1"15 pm"tw 4alY $10140 MNICT AO WINO AMISIAW W W R L=" Q .=&=" 0 COr 'S MC R,%gjCO ; = Z" a *. L10 I'MMMICANE 04ONEV" A JIO AND CA �", LV PEWRATION OF *DOO, SUSR*4 54ALL Ve 14,* .�2 FOOMRX"Ok 10794JAI11- NO,, 11MM W32 & 021215 . AS PVMMS TAS-2111. TAS-202 AND It&-M, SNOYLO SWCCO VST� iAkkwm MR,*& W R� AC =!*X" LISP 13RALI, R� I 1 /2* LONO VO4W C= DE "?4 MUCH TO MA"Ile WIN STRUCIM ZALL ALWANIN WK=W TO BE SW345 Rtaf AM nUPM NKM **� NMEO), SM VW 2, AS "WORM 94 rl 1 1") * V,4) ­� 1w ALL AUA"M SHM UM 0SW AT CLMVS SIML RAW 310-41+ *A& ARCWRS SK44 0WALLM foaoym ^L or M fmCqWAMWMO0S IARD gj�qr"Mw OF IHE ARCHOWS WMIPACTIMM, "pall - CD C�' ALL STM.;kW-*'W RAMS SWU NA4E SORUCTURAL WIM SIM AM A-03 OWE $0 LIN" C-60 V*-m W 'TAS 203 OONCRM PAWS, STL*CCO W4rH11p5=`Ow ON T14E aft1w AS WM AS -0, AS MIAS 201 TAS 202 #M VA= IM VIS OF 1000+ +1OFODA WPORT JORIV.101 #4 CAM T,%t MJAX STOK OR PW.WW 01) =9M PAM OkVANOTO "Xt, M"VOO Vry- US WW (AFTO ROLLW� MA-V MUCININO WAUAMON OVAU SHOW &* %"ON .4 ViWGW 10 (SKMA .7 kafa P W1 t/40-20wl' a"i'mas *,� AI6 at JIMM30 Ii lw� 6) Mw 4MI Iftw"ST-31) WALL got at V%V1 J tw S, ALL SCRM 10 BE MAKESS SIM 304 OR 310 A99 TO X= a , (So AS OR CORMSON RMWW COATED CAROON VML AS PER LE) CU am 5MI3 w 0' SWJ- at'Wlt WXONSIWT� OF Ilt OONTRACYOR 40 VM*Flr THE,S�CSS OF fRE SMUMW OVE V; TO a it 1,02* *O� APP '(SM SOCTICIRS, AS APPLICABLE) � so RS YELD 511IONG134 AND 90 k* 79OLE WWJM A SKI. 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ELCO P94UWM MO OF TAP-O" AN--- ft"t"o cw (w2h vwt"r li nt Lont) 44167 C"M INTO MIC 4 ""M wumm NIL EN Up$) M= Um -awl VE 4 114 . L4�) W F rLord" ww" CODE fth !twit OMO Zont)l l4 If A SUILOING OODC ifilgh Wiftity Iturri : . 20 QW ULMAWS 9M, STOPM PARM -. 1 ft= ve. 0.2) CALK -IN * SQUO-5ET MPORS 9ML BE Ve INTO IIIE VORCRM BL= (041t, $0 67 i wl;;w. STATE OF SIEE11. SIM POM OR" W, 44161 20 am O&VANIZED wM STORM PMEL PROD VUCCO 20 OM OA�VARJZED .VOILL INS PMUM0. t/4- #- SCRfINS US90 MjkL U t 1/2- LOW UMON SIOULS q0 -1 - rj,C —0 LLC EMT. AND I MR#" FOR WALLS WTw NO 20 CO._ GLOBAL MTEC"011 PWDUM. Sru=, 173i $7 OF /TiLrEcow.. \GLOBAL 'WiXIN w, — Al C —CO IE — %P .4 JILT IV& 1 GLOBAL PWMCM PRODUCTS. U.C. 10 01��- = eAr ALww?MSx W PM #A W00 PROel "100-701A w VINAWRPO OAI A pI. Mw tNSTAtIATION 12ETAILS FOR PLAR OR CONC LOCK STRIA UM go= INSIALLA11 RE ULAR PAN ffiit 'TE BLO INIQ EXISTING EQjI= QQN08LTE'Qfl QQN%q;R�U I 1^1rI I nL.L. 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Ile wt A00ft (w =MV VA. tost DOMNIX Mw I- Wei .*jOOS I/E- an ;�TWK Ow 00 OR MwM POP" Su=1 a & 0) us �1/1-1 low- OR I* Ig wsp No WOOO fUTE "AM L 14 r"" 'T*P SMOM WOU1411)" Cm or 10P Knoll M000%%S Cm Vw tow=wx"M COMWI40.114 AW VAY TO �SLOT AW WOW VLU OR --- I ��ftw IN MY WAY TO VJ"' MY ti r?" -- ­ ------ 1vZV= * , .7" OR M-1 ........ DA 0110.000 OWE aw ww� p OVILO100 PODE (fthL V#IOCRV JRV zono)l - 1 20 #W IN �Z..ey SUILOM tol)t 042h ifeloc I ft I ON _1140 ZO")l 400 ROMA W. w Egg 20 GMAE WVANIHO M 900 PA9M "a' Q&Vk#Zm Sntl.,sroft PAKL ROW jwff WAIN VP TRR. r*fN 14167 % I 4A"= SIM STORM PANM z SEQTI611 X=j ilk' I - 4�_---­� - 011 w/—w" pkMww" MDUM. uc� M GLOBAL TOP & WTMM MOUW04S PRDTECt= MDUCTS.UZ; \ GIMAL SHLrr 0) COW04ED IN AW WA( TO SW AW 07" GLOBAL F-O. 7. \ /TLT 46b U. 6% SOW *wvi 51 iw� z SCALE 3/A-4- pwtw" P"Um Uc. WE SCMLU ON CAN 9E n_ IWO CULNG A MR ft PAW- fL $MIA 44TAUATIPN, -176 V 20-174 vNe 20-17S 20 1<11I -7 4 I Riot, PF2.�� 115111 PRO* U101 JION w0i� W401-014 FAA OU"-#M SOALE 3/1W-I- A�VVM. < AWAI � Ill" e *,0wIv - twvs*v - - 1*� two" I&I ` MINNA *1 Oil. W47 0 tr A I - A tit SHEET NO. SH 1.0 g= t"a. 0— Ar X I W;XkIR .Bib; a IT tell I Lk I 11. _ AI.... 8► b� �uE Fwa al MULLION F IAY.�WNEaUIi S W6 A. A r f Rom a A, IN �� r.ttA A av �1F1>k�t,S.D�41GN t IN1aG a o a a., ORIBIIEO SECTION scut Sje-1- NOTE �&LUON FAN A n 6E a/&TtALSO w/o m" FAWfl,4 ON TOP t0fE wi Tub Trap A6 BO7mN) ROTmAf aF'DpEN1t7G %kN. WILIIOtI REOCOII� W. bPAAi (TL) " Tt7bE MaU10N ^ c s'-a` 2' s Y" x 1 JB' i a'-8" 1rf G-50" som SCALE spse-1. O 1. INSTALLATIONS ARE ONLY VALID FOR ELNLDINGS WITH A.S,D. DESIGN LOADS UP TO +a6,a. -72.0 P.s;T: AND PAREL.'S LENGTH UP TO a'-8'; 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Mgt 0. 4; wj MIN Mt� 60 &M aR t UAL TOP @ BOTTOM MOUNTINGS CAN BE I tNSTOOMA1.LATN381NE0 tN ANY WAY TO SUIT ANY N. mm Iq ODMOM ANCHORS FE 204EMU IBMN Fouve COKVFX t 'lyaaE CHM ,fin "ac"a. 004AM mom (sirSrNE.,.J' ff 'K`Fssf"'al.°f,f.,d',f `'i'?'� aF TA[E, U1 POUM LLNCPEi¢ GeCd i "mumCOI Atm AI�IfORa ��•' ---- RI# WALL MOUNTING INSTALLATION WALL AND�I IIC41D iING INS Al1aT10N - SEC9NON i SOME' 3/8' - 1' - SECTION 2 SCALE: 3/6' - 1' NOTES. ON In SAFM stow � mm INST ,ATIIN e 1. LIFE SAFETY STORM PAREL CAN 6E LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANE. (ANY PAMM LOCATION IN 8E11VM END PANEtSj- 1)FE SAFETY PANELS MW OR MAY NOT BE INSTALLED AWACENT TO REGULAR PANELS (W/ OR w/o REG" TRACK&.) 2 In SAFELY PANEL comm OF ems, GALVAmam ST':EI. STORM PANEL As PER IbMPONEMW . S1W 2 OF DRAWING. �TR sU4PANIM "MF TO BE REMOVED OR IFSTAt1FD FROM TIE MWE OF J. LIFE � CSAFETY PAI As01 STOP TWK W 2 Of T}p50 ENT(Da BOTTOM TRACK TO NM I�MPG/Y•M BE DISTALLED WALL OR FLOOR MOUNTED FOLLOWING SECNGAIS 1 3 ',• 2 ON THIS SLEET. AS WELL AS DETAILS /- a 2 ON SHEET 14, y1 0 1_ r4t, LENGTH FOR CCMPONm ® IS IS'. NoA: ANCHOR SPApMG PoR COYPONFNi®ANCHORAGE AT BOTTOM K GArE1i ON SCFEa11FS a 2. s1EEj I{. COMPGfENT�YAr wE 1'ERWfENT df 18'AIO'JAibt - 3. SEE RETAILS FOR RISTALLA110N INTO WOOD FRAME WLDNIG5 ON SHEET 15.. IR SEE SKEET A FOR OETAX. MPLKASLE. TO THE NECE85RY FOR THE INBTALLATKIN GF SPACERS AT TRACKS INSWAM ADJACENT AND BEYOND. TO SrLADCO/WOOO BANDS. - R c S . TAL c WHt !. Mlieltll168/BEriEl7 S�rvuNii flOOR Y6tltitwa WAS- A FLOWN MOLNlTN1e WATAUATRit# - ALTERNATRYE Jilts NSTAUAIM .- ALTERNAM sw (SECTION AT Tw f5 UMNTBD fi9..+ftA-67;0 Mo.. SCAM 1/0 . I- A,SD, DESIGN PRESSURE RATW) SCALE: Ile - I' �p1y 1 tnr. V 9jT OL .its /W9, NitAlia �R. NSUNT9IiS M�tALLAT�i-y'�AAw xAta Ile - f- aMI1,��.M1 Y a..rl..-. Naaawwr�wa.rQ�lrr •rlrrrrrr■rlrrrirrrarreerrrlrurlrrifbrrlrrrrrirrErurnrR --.-_----- is -/AFAIAM —PN/ELS w/ �t - I lllCATg7t YN' UFE� t+orf 1 iPw7 W/O REGiXJA IRMKS ( NOTE I '^• Ir �',5:a1)} 1t,AA�sTT P/JJFI S�ro FIE RFSTALLA'O AS t#B,SAFkTr PANf1 GPENwOD SNNL uwas aE iwDw1f1�7� W/ F� itANeLE ro FIV:afM1E INSTAUATION � b/1i710ED »fit # �SiRll�l'Tilll� DR AEIRDVED FRai IN9OE EL.f*IiA! ILK aFE NafE 4.. PANELS. AT PMRS�S 9EE NO#E tO SECTION 9-B 'SCALE 3/32`.1' M"IMUM 1. INSTALLATIONS ARE ONLY VALID FOR ELNLDINGS WITH A.S,D. DESIGN LOADS UP TO +a6,a. -72.0 P.s;T: AND PAREL.'S LENGTH UP TO a'-8'; 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Mgt 0. 4; wj MIN Mt� 60 &M aR t UAL TOP @ BOTTOM MOUNTINGS CAN BE I tNSTOOMA1.LATN381NE0 tN ANY WAY TO SUIT ANY N. mm Iq ODMOM ANCHORS FE 204EMU IBMN Fouve COKVFX t 'lyaaE CHM ,fin "ac"a. 004AM mom (sirSrNE.,.J' ff 'K`Fssf"'al.°f,f.,d',f `'i'?'� aF TA[E, U1 POUM LLNCPEi¢ GeCd i "mumCOI Atm AI�IfORa ��•' ---- RI# WALL MOUNTING INSTALLATION WALL AND�I IIC41D iING INS Al1aT10N - SEC9NON i SOME' 3/8' - 1' - SECTION 2 SCALE: 3/6' - 1' NOTES. ON In SAFM stow � mm INST ,ATIIN e 1. LIFE SAFETY STORM PAREL CAN 6E LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANE. (ANY PAMM LOCATION IN 8E11VM END PANEtSj- 1)FE SAFETY PANELS MW OR MAY NOT BE INSTALLED AWACENT TO REGULAR PANELS (W/ OR w/o REG" TRACK&.) 2 In SAFELY PANEL comm OF ems, GALVAmam ST':EI. STORM PANEL As PER IbMPONEMW . S1W 2 OF DRAWING. �TR sU4PANIM "MF TO BE REMOVED OR IFSTAt1FD FROM TIE MWE OF J. LIFE � CSAFETY PAI As01 STOP TWK W 2 Of T}p50 ENT(Da BOTTOM TRACK TO NM I�MPG/Y•M BE DISTALLED WALL OR FLOOR MOUNTED FOLLOWING SECNGAIS 1 3 ',• 2 ON THIS SLEET. AS WELL AS DETAILS /- a 2 ON SHEET 14, y1 0 1_ r4t, LENGTH FOR CCMPONm ® IS IS'. NoA: ANCHOR SPApMG PoR COYPONFNi®ANCHORAGE AT BOTTOM K GArE1i ON SCFEa11FS a 2. s1EEj I{. COMPGfENT�YAr wE 1'ERWfENT df 18'AIO'JAibt - 3. SEE RETAILS FOR RISTALLA110N INTO WOOD FRAME WLDNIG5 ON SHEET 15.. IR SEE SKEET A FOR OETAX. MPLKASLE. TO THE NECE85RY FOR THE INBTALLATKIN GF SPACERS AT TRACKS INSWAM ADJACENT AND BEYOND. TO SrLADCO/WOOO BANDS. - R c S . TAL c WHt !. Mlieltll168/BEriEl7 S�rvuNii flOOR Y6tltitwa WAS- A FLOWN MOLNlTN1e WATAUATRit# - ALTERNATRYE Jilts NSTAUAIM .- ALTERNAM sw (SECTION AT Tw f5 UMNTBD fi9..+ftA-67;0 Mo.. SCAM 1/0 . I- A,SD, DESIGN PRESSURE RATW) SCALE: Ile - I' �p1y 1 tnr. V 9jT OL .its /W9, NitAlia �R. NSUNT9IiS M�tALLAT�i-y'�AAw xAta Ile - f- aMI1,��.M1 Y a..rl..-. Naaawwr�wa.rQ�lrr •rlrrrrrr■rlrrrirrrarreerrrlrurlrrifbrrlrrrrrirrErurnrR --.-_----- is -/AFAIAM —PN/ELS w/ �t - I lllCATg7t YN' UFE� t+orf 1 iPw7 W/O REGiXJA IRMKS ( NOTE I '^• Ir �',5:a1)} 1t,AA�sTT P/JJFI S�ro FIE RFSTALLA'O AS t#B,SAFkTr PANf1 GPENwOD SNNL uwas aE iwDw1f1�7� W/ F� itANeLE ro FIV:afM1E INSTAUATION � b/1i710ED »fit # �SiRll�l'Tilll� DR AEIRDVED FRai IN9OE EL.f*IiA! ILK aFE NafE 4.. PANELS. AT PMRS�S 9EE NO#E tO SECTION 9-B 'SCALE 3/32`.1' M"IMUM SECTION 9-B 'SCALE 3/32`.1' M"IMUM A.S.Q. U II01ldllm N PRESSURE RATING .(W,) AND P&M LoEMO "C Mom CQRRESPQNC►ING 001AOKY Fmm" a(4ENSTAUA1kO1$ AB m 580RON# I RIOT 10, ON BNEEIS A, 6 a 6) • bwo N/ t/4vW-2W7` sx #5. a now At W" A. iMBAlaa1 of Non- A� �SiLE I: N M n R STORM PANELS - INS Al WQ UASnNB C�OyNCRETE & ,NmC jE. O 'K e?RL ,`7URE5 eAU1 MY MR "JMSO& 0J AWAUAMW At M I DW 7; ON SHEETS 1 A 5) •_TIdNS -pmmvxa To To Ai iLtlR1DA BiiNLDING CtlDE NfIk NTrioa1 NMrrleono Zoe) z Ntl.' #Bf r`� rmzux,>xo we 20 GAGE GAt:VMMD STEEL STM PMM* m.Ii GLOBAL PROTECiON PRORUM, UP- $ Wallow '"• #A bs = i4 is/Q ,eR a.e.s A..n*a aafNC 0.)la•-F�4 KoL.$4 r... awo"#n Pn: Ntw an_ o tr+f*� •FaT 20-1i8 IIRlIK11a IN: xust51�-aabbtts� p�. . - per a WAa �saJl, rx$ 7'-a- wA LF'Sa x ,/+ IaO1ai{O ti TNRtr a X ra6.6. -7xo ]7'-a" r0 IY-$` UN4 y 3/1` Ih�OgEO i ,tau > t T . iab,O, -720 >Ni-a• ro 41'-Y Ym� x #/2' $ ♦iGb, -Oft$.. 4x'»#" ikl f� :a tJ2• ` ^$, tl +k ibIla iN10iAA/ A$.D, twkHM1AI MKNptb FDN fA.. ],Jr ++ DESIGN tOl/ #'GF-CRA iYi%-b1 P+Yi9lt6f iiLVF O VNNI.YN€ �4Nd yy M 1MTMA: (PA.k). Ta CM411CAL1E �'!E TO.00NCPLfE TO.CONOffEEIE 1O Cn1A'AEtE'. ,O lANCR4TE r>f� F. NX i.7M$slt i' (N.S $• N/A NJA N/A e' N/A Y WA' a' N/A a• a' N/A �, a- e• a` e' r a. b• ., WA NJA WA $, -. MIA NJA M NJA t tfiN?i -.- i WA WA N/A b' NJA $" NJA a' WA 3 (BafiWF). Y' WA WA. NJA b` : WA $• WA P .NJA. 3 t + {T41P) 7`w•` 6R IF.SS OpLFS$ - 5" :.WA WA ... E•„ b, $" '. 3� t 'WA WA WA $` WA M WA YC Is• WA WA WA N/A :tt 1/a" 6.1/1' 1t t/t' $ ,/1' 6 1/+• $ 1/<` a (IOPJbOTTiriU 4OR LESS 121-41 OR LESS 8 , J W ON $FL M}EL'tI tO k Ii FaA ANON1a i9�' t aitl.Cr{L Afr ai¢YAWAcWM.bOtl WCNa9 7RA1[ wJMA'Alr.. IbNMIW SPAWga Ala1 IarXaN {� a51AKCE'AaE INOIL:A}D ON iae aaarentA.t FOa EA. us$ .. tIw aa»N ON aaEDrAE atiStxx A?raiox $o.wNl Iw IA►TIPLYtNM sPrula aNaaN am aerrauAE sr a�wtulFwN a`o"wban rauoArcb X 1. ,JA9 F 3 9,/#4 GKfNa trwA-aBM radF•NII arwaD yy ANgtpllaprNa.R►� a 3 ] ] 41/2 ] ] - a r ]+Ja IcaNau awwb'RIxA Dd Tc a ],/t s • s1Jt.. - tir) f. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WRH A.S.LL DEStidJ IAADS UP TO i553, -720 PSF AND PANEL'S LEWOTN UP TO B'-6" - 2. FOR -NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS7O 8E SOLTfHERN PINE NO, 2, WJ SPECIFIC DENSITY OF 0:54 OR EOWd.IR , J W ON $FL M}EL'tI tO k Ii FaA ANON1a i9�' t aitl.Cr{L Afr ai¢YAWAcWM.bOtl WCNa9 7RA1[ wJMA'Alr.. IbNMIW SPAWga Ala1 IarXaN {� a51AKCE'AaE INOIL:A}D ON iae aaarentA.t FOa EA. us$ .. tIw aa»N ON aaEDrAE atiStxx A?raiox $o.wNl Iw IA►TIPLYtNM sPrula aNaaN am aerrauAE sr a�wtulFwN a`o"wban rauoArcb X 1. ,JA9 F 3 9,/#4 GKfNa trwA-aBM radF•NII arwaD yy ANgtpllaprNa.R►� a 3 ] ] 41/2 ] ] - a r ]+Ja IcaNau awwb'RIxA Dd Tc a ],/t s • s1Jt.. - tir) f. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WRH A.S.LL DEStidJ IAADS UP TO i553, -720 PSF AND PANEL'S LEWOTN UP TO B'-6" - 2. FOR -NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS7O 8E SOLTfHERN PINE NO, 2, WJ SPECIFIC DENSITY OF 0:54 OR EOWd.IR f. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WRH A.S.LL DEStidJ IAADS UP TO i553, -720 PSF AND PANEL'S LEWOTN UP TO B'-6" - 2. FOR -NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS7O 8E SOLTfHERN PINE NO, 2, WJ SPECIFIC DENSITY OF 0:54 OR EOWd.IR I a. t .1_ t xml++1�E STUDS To [i2 1j2•0. G T4 HOLA P bf8 IAA,. tCASE 1) 3` MNM ((OiK'E D) A`+ -a- TMCON � P-qpP. - Ctia-!l NUFiW1E iDWE a : pWEtNnE 4 MN60iAt Piaa]. '.. ,O �,�„ LLTtlOD, i le � CONroCRETi � >ncat CONaIdE lei•^ux t�:>G ��A : D►) 8' N/A N/A NIA 6' NJR 8" N/A 6` N/A 1 a 2 (TOP) 55,0. -72.0 11' 7' B` B' 9' 8a 9•. 6' D' B' , (BOTTGM) 5'-G' OR LESS N/A N/A NjA. 8" N/A 8" NIA S. N/A 1 a a {TOP) b` b' b` B' a` 7 4f2' 8' 8' $' S" , (Borrow 8' HJA NjA, RjA G` WA $` N/A $" NJA 1 a 2 {TOP) s" $' 6' 8" D" t (BGTT4M) I NASA . I LaRr r Sla" M,. FpE TaP aF wralq aBC I (>au®`r a' ih ,Ra,t' Dr!lINO � � MAfo►Xui PANEf�L PKeszIIK TD � CO i OF THEM w�eS.2 -6f.b y 3' 1 1 P' 1 i 2' OR LESS #S29 -B6D 4" -•1` 2 {eo7roM) T-6" OR LESS- #8SA -72.0 x 1f2- 2 1/2' i' • 3'Hf2' 2 (BOTTOM) 7'-ii' OR LESS. t5S.c1 -7&D 2 1/2` 2 1)2^: NjA- 1+JA 2 (BDTR7M) 7"k8" TG B'-0'" #SSD -M.0 N/A.. NJA +1`-..:. 3• x (BDR4A4} Y•-8` TO 8'-8' No. +14187 'FN Wgum 000 BATUVWma IT .3 u ANgR# 1N[ 11C' 1 24 OAOE GALVANIZED STEEL STSNtk PAFRT. I ,,,mp., 20-f7a # Nua1 ONLY F'at NVJNELs -T rnla, la SHEETS 6 . e) aIn ) VA""AtA/i1W6 saA/:wo FOA Fa. - s 1/x` • DMON nrcav CF TAP -OW exN-xl eN+twAre r>aatc ro vANswre Pna saw sct vaF�uRE uc'�ia�w.s�Nb ToM11NMU/ FW1NL RA1er Tt TC To in io To ANY tsNGNt 1• Tn.) TO CtlIVtiAkfE WC TO CCliGaail ' To CKMaI1aTE TO CONCAETE 14 I;O/iCRETE + a7CKE TO WR4OR61'E.. bl OF TlrJf .. 6' N/A N/A N/A S' N/A B' N/A 8` N/A N/A N/A i (1QP) 8" <'. WA NJA 6` $` 8' B" -8.. e" NJA N/A # (BOTTOfij 6` N/A N/A N/A 8' NfA S" N/A 8' MIA N/A N/A 2 (TOP) 6" WA N/A N/A 8' WA 5' R/A 8' NJA WA N/A 2 (6GITOM) 55.5, 720 8' IOTA N/A N/A BA N/A. 6'.. NjA ..8".. N/A NfA. .. N/A '. 3 t { (TOP) sY--5*TC1 $"-&" OR IE55 8` {+ N/A N/A tP S' 8' 8' 8' $` ..N/A N/A 3 (90Ti0fi).. $' N/A NjA. N/A N/A 8" 1(/A B' NIA N/A. N/A 7 (i'oP) 8`. 4" N/A N/A 8' 8` 6' 6' 6' 8' N/A N/A 4 8 7 (BOTTOM) N/A WA 12 1f2` 6 1f1' 12 1/2` 8 Ile ,JI' 61f4' 8 I/1` 6 1j1' N/A N/A 5 (TOP,/BGTTOM) SO:0,..-53.3 ...NJA N/A 12 1/2` 8 1/4` 12 1f2" 6 ij{" 81J4` 81/4" 8 Tj{' 8 1/{" : NJA... N/A 8 (POPjBOtTO►Fj .-8`T01F'-2* 55.0. -7Z0 N/A N/A 6 Tj{' NfA. 6 1j{' N/A 6.1/4' 8 1/{' 8 1/4` 8 iJ{' NJA N/A 8 (TOPJN?OTTDM) '^8' TO 11'--2` N/A 'N/A NJA N/A NIA :NJA NJA 1IjA 8 1J4` 8 Ij{` b irk' $ 1/4' 6. 9, 10 (TOP) $ - .0 6" 4 N/A N/A N/A NIA WA N/A 8` 5' IS 1j4` 8 1/1" 8 (BOITGltj 8" A' NfA NJA N/A N/A N/A N/A 6" $` $ 1/4• S Y/1' 9 (BOTTOM) N/A : WA N/A N/A N/A NjA N/A kjA $ 9J4` 6 1j4` 6 fJi" 8 if{" 1O (6DTTGM) 77 SFE SHCCPc,1F tO. 91 A1Ii 1x FYrX AN7IPAS Tt9a a sFtitC04 FOR 9156MRATNNLS aJTO WARD FWANE B11RDaW MIALAfM ANGa7R SPATANOS AHD AWIraW EDCC WaTAeYCE ARE a1bW1T9 ON Dos 9CNf0U5E. FDIC EA: tts4 Hall CNOWLrbD dR 3CibntAC 1 ANCNCR SPACING BY MIXTWLrpN6 SPAcb/O ON 9tt1E0UlE ITT 7Nf FDliONR/O FAOTOR4, PDk SNlri OPTPATWN TO BE PEE. REO{ICiD SA1CaW OBl/KIEO tIf.PV.FACTOR siWl NOT 9E IES,2 THAN 1nNNtX1 BPAca+s aAOKA1eo FOR FACH ANCkDN TYPE AT ANLtICX9 LEOWM. ,101:1141ummm 0 T1fi 1/ASr ,/1'. f A i i/4 A 1 4"e - 7 j4S $NAON 6'MP-04P a OYN-d!1 �1-aEf yp AaCl10. 5AA'YIO OxJ ] ] 9 I t ,A f M ! ] ] 3 a ] ma,mnAav *+� OA) r/a ,IaaAMN tNmeP wMenl f s 31J2 s,,lt : , arts: ANatYL EJi WN1C F X•C 10 K , -- y ,A6 r.Op - tAa Jis - ] , - ,a0 - Lao Ia0 SIto X ABox or V OF V OF V Ws m V*OF QUAM Awiff I SCAU Kp INS�'J4l.i.ATj�N QETAiLS ,.F"QR aEGU.1.AR..:PANE4Fsa & INIQEXI$TlKQ WQaD STRUCTURES 1{-tO PANEEWTE Pius ( •� % / ,+-t0 FANELMATE Pars aANa►r+aE PLUS �.b , A^ Pac. w/ , 7f$' � i°`"'. e , A• O.G w 1 7/s' ",, 4" - a b / js` oc. w/ , 7/a• EINCTW.00N11T 10 FJoaO t` TIMFMEO PFMEiPAKyi TG E1tlS1t7Nt wDao HFAM a FxiSnNC ata11 NEAOFA ousnHG WOOD IiEAtlEW e,ersiwa aTfron i b,/�os. � ►, as R � w060 HEADER ROOD NEAbIIt s f� , j ( � I PaGWRED A., s • stt s ON � SO: +mwE eaON i t sa ON Np%. FWNi3, {EFIGrIi ._.... - � NA%. PANEL LENODI Nmc. PANEL liHDtN r/r.->mn• s� t i Ism i) (SEE Natg s) ,n`raaN` s.a. Nmi r) �ww+a '. 3 i I MAX. 7 EiVK aan • � .. ; h ! aft. f/Y b.G D.'A• .. ._ ; � : � � 1i � 2`.tA` i�b". A.C�t/E � f+-1a i'lONEtaLAiE. PLUS� - t-1- I L4xtT REOIIMEO 1 II. 1'E1151RtT10N AT f I i t b , 1' O,f. W/ , 7/8' N D7H OF PLATE , {`a LAD spar's a yy Iw/ ATtJONgTNPtARTE , DIRECT MOUNT 0 i, tNSTALIATIONS FOR ALTERNATIVES ON, bW a ,DILL ONLY vALiD FOR t�, BUILDINGS WITH A.5.0: oEWN GOADS i)P TO t41& -{B.O Pa./. ANP lxNt !N PANEL`S LENGTH UP TO ix•-+` 2. FOR NEV WOFRAME WcDTNBiRGIcrK7N: WOOD MEMBERS TO BE SOUTHERN = 4?:�'••GEN�•.,✓�' si PINE N0, 2, Wf SPECIFIC DENSITY OF 0.55 OR EQUAL ••: F1OIZIOA BUIt.DINtl CODE Mi h YalocH mu no Zan! DE;, q} i VXMTom, at c 20 GAGE QALYATGZED STEEL STOW PAW '� TOP a BOTTOM MOUNTINGS CAN 8E caABINm IN ANY WAY To sort ANY •g�,: �, � � _� 1 L E C 0#vc" G0 rug LOBAL PROTECTION PRODUCTS, LLC. INSTALLATION. � P,�: •. t R1O : - ;.� s siy ,� ••, .... xA. a. +Naaw.A FNma: foatlAMa» r/a: taae-nav 20»1TTr ' PYp�w,,,w...rWaan-m, a4/rrio Na -t+Mlll TALI -L X YW,10tT/JI» P.$. '.... M. mom R Ora N Gn —ca � U N 0� � O � O O � i//tt Mho 71alEAOFDPCUkiiWtNJ10N `__� .�, • .I TO TN05t►IC wam NFAbFR " I .i } , •pLy ,1 ItlmtlllEO ( _ a 12 tJi�"o.n � ^ 1 jM,'. W. sa A�F /,L�1 I ED 1 EO `'• EO r` 1 .fie L I � i i �ti•'` aaoo PIRF t "\ ..r�� L� ALTEBi�ATIVE 3 ALTERNATIVE 4 U CU iru scniws s s• aA. wJ t 1Jz` ` t I Nt.•1NaiA$Ea PEME,WwIdFN OR � bT� IJI'Ab:wa/O•' cONO XWHS ME61wIG w/ rh"A-sm3^ €s Ns r a' ats an rJsy-m wF�NaE rowc n at �TERNATtYE WQQQ FRAME G`gj�,QITIQNS �' ANCHOR LOCATIONS /�� N�NtTuaDa °a of ' ' waoQ acNE: aja•' " M �■ r b ■ NorC ; soANnEN twAalt NOT slwAw roll aAwtT WALL Vm M©UN'�N�S INSTALLATfON W ALTERNATIVE 9W s � � FLORIDA BUILDING CtlDE.' h Ybkna Nu one 2onb):. WIbca INC 20 CAGE GALYANRED STEEL $TOR1I PAKEL avaia, � Q 1. F49iALiATbiNb NE DAILY FTNR bUpIDYNS w#OI ASG, OFStaN AlMOS. �.. N A_116t� Z twreltLi.Eg7HLR•TDr�c.ytSALPROTECTIONPRODUCTSLIC3FGR NEwRN1ENsmucTlcWODnItEN$LR$K sound+S••.••O-EIh�ax.sPEDseoENSTraFo.�W1QUK_A�ws�rZ 1111N111NN+wRovO.taxXw n,a. Tioc (�t)Ieo--aFa'/ 20-178 Q P� aFAt/]�a+TuaFxwTe �tAr,, a:E. ,n,. awaNrN Nt: _ J ;;Mfg or to SHEET N0, SH 1.1 I NASA . I LaRr r Sla" M,. FpE TaP aF wralq aBC I (>au®`r a' ih ,Ra,t' Dr!lINO � � MAfo►Xui PANEf�L PKeszIIK TD � CO i OF THEM w�eS.2 -6f.b y 3' 1 1 P' 1 i 2' OR LESS #S29 -B6D 4" -•1` 2 {eo7roM) T-6" OR LESS- #8SA -72.0 x 1f2- 2 1/2' i' • 3'Hf2' 2 (BOTTOM) 7'-ii' OR LESS. t5S.c1 -7&D 2 1/2` 2 1)2^: NjA- 1+JA 2 (BDTR7M) 7"k8" TG B'-0'" #SSD -M.0 N/A.. NJA +1`-..:. 3• x (BDR4A4} Y•-8` TO 8'-8' No. +14187 'FN Wgum 000 BATUVWma IT .3 u ANgR# 1N[ 11C' 1 24 OAOE GALVANIZED STEEL STSNtk PAFRT. I ,,,mp., 20-f7a # Nua1 ONLY F'at NVJNELs -T rnla, la SHEETS 6 . e) aIn ) VA""AtA/i1W6 saA/:wo FOA Fa. - s 1/x` • DMON nrcav CF TAP -OW exN-xl eN+twAre r>aatc ro vANswre Pna saw sct vaF�uRE uc'�ia�w.s�Nb ToM11NMU/ FW1NL RA1er Tt TC To in io To ANY tsNGNt 1• Tn.) TO CtlIVtiAkfE WC TO CCliGaail ' To CKMaI1aTE TO CONCAETE 14 I;O/iCRETE + a7CKE TO WR4OR61'E.. bl OF TlrJf .. 6' N/A N/A N/A S' N/A B' N/A 8` N/A N/A N/A i (1QP) 8" <'. WA NJA 6` $` 8' B" -8.. e" NJA N/A # (BOTTOfij 6` N/A N/A N/A 8' NfA S" N/A 8' MIA N/A N/A 2 (TOP) 6" WA N/A N/A 8' WA 5' R/A 8' NJA WA N/A 2 (6GITOM) 55.5, 720 8' IOTA N/A N/A BA N/A. 6'.. NjA ..8".. N/A NfA. .. N/A '. 3 t { (TOP) sY--5*TC1 $"-&" OR IE55 8` {+ N/A N/A tP S' 8' 8' 8' $` ..N/A N/A 3 (90Ti0fi).. $' N/A NjA. N/A N/A 8" 1(/A B' NIA N/A. N/A 7 (i'oP) 8`. 4" N/A N/A 8' 8` 6' 6' 6' 8' N/A N/A 4 8 7 (BOTTOM) N/A WA 12 1f2` 6 1f1' 12 1/2` 8 Ile ,JI' 61f4' 8 I/1` 6 1j1' N/A N/A 5 (TOP,/BGTTOM) SO:0,..-53.3 ...NJA N/A 12 1/2` 8 1/4` 12 1f2" 6 ij{" 81J4` 81/4" 8 Tj{' 8 1/{" : NJA... N/A 8 (POPjBOtTO►Fj .-8`T01F'-2* 55.0. -7Z0 N/A N/A 6 Tj{' NfA. 6 1j{' N/A 6.1/4' 8 1/{' 8 1/4` 8 iJ{' NJA N/A 8 (TOPJN?OTTDM) '^8' TO 11'--2` N/A 'N/A NJA N/A NIA :NJA NJA 1IjA 8 1J4` 8 Ij{` b irk' $ 1/4' 6. 9, 10 (TOP) $ - .0 6" 4 N/A N/A N/A NIA WA N/A 8` 5' IS 1j4` 8 1/1" 8 (BOITGltj 8" A' NfA NJA N/A N/A N/A N/A 6" $` $ 1/4• S Y/1' 9 (BOTTOM) N/A : WA N/A N/A N/A NjA N/A kjA $ 9J4` 6 1j4` 6 fJi" 8 if{" 1O (6DTTGM) 77 SFE SHCCPc,1F tO. 91 A1Ii 1x FYrX AN7IPAS Tt9a a sFtitC04 FOR 9156MRATNNLS aJTO WARD FWANE B11RDaW MIALAfM ANGa7R SPATANOS AHD AWIraW EDCC WaTAeYCE ARE a1bW1T9 ON Dos 9CNf0U5E. FDIC EA: tts4 Hall CNOWLrbD dR 3CibntAC 1 ANCNCR SPACING BY MIXTWLrpN6 SPAcb/O ON 9tt1E0UlE ITT 7Nf FDliONR/O FAOTOR4, PDk SNlri OPTPATWN TO BE PEE. REO{ICiD SA1CaW OBl/KIEO tIf.PV.FACTOR siWl NOT 9E IES,2 THAN 1nNNtX1 BPAca+s aAOKA1eo FOR FACH ANCkDN TYPE AT ANLtICX9 LEOWM. ,101:1141ummm 0 T1fi 1/ASr ,/1'. f A i i/4 A 1 4"e - 7 j4S $NAON 6'MP-04P a OYN-d!1 �1-aEf yp AaCl10. 5AA'YIO OxJ ] ] 9 I t ,A f M ! ] ] 3 a ] ma,mnAav *+� OA) r/a ,IaaAMN tNmeP wMenl f s 31J2 s,,lt : , arts: ANatYL EJi WN1C F X•C 10 K , -- y ,A6 r.Op - tAa Jis - ] , - ,a0 - Lao Ia0 SIto X ABox or V OF V OF V Ws m V*OF QUAM Awiff I SCAU Kp INS�'J4l.i.ATj�N QETAiLS ,.F"QR aEGU.1.AR..:PANE4Fsa & INIQEXI$TlKQ WQaD STRUCTURES 1{-tO PANEEWTE Pius ( •� % / ,+-t0 FANELMATE Pars aANa►r+aE PLUS �.b , A^ Pac. w/ , 7f$' � i°`"'. e , A• O.G w 1 7/s' ",, 4" - a b / js` oc. w/ , 7/a• EINCTW.00N11T 10 FJoaO t` TIMFMEO PFMEiPAKyi TG E1tlS1t7Nt wDao HFAM a FxiSnNC ata11 NEAOFA ousnHG WOOD IiEAtlEW e,ersiwa aTfron i b,/�os. � ►, as R � w060 HEADER ROOD NEAbIIt s f� , j ( � I PaGWRED A., s • stt s ON � SO: +mwE eaON i t sa ON Np%. FWNi3, {EFIGrIi ._.... - � NA%. PANEL LENODI Nmc. PANEL liHDtN r/r.->mn• s� t i Ism i) (SEE Natg s) ,n`raaN` s.a. Nmi r) �ww+a '. 3 i I MAX. 7 EiVK aan • � .. ; h ! aft. f/Y b.G D.'A• .. ._ ; � : � � 1i � 2`.tA` i�b". A.C�t/E � f+-1a i'lONEtaLAiE. PLUS� - t-1- I L4xtT REOIIMEO 1 II. 1'E1151RtT10N AT f I i t b , 1' O,f. W/ , 7/8' N D7H OF PLATE , {`a LAD spar's a yy Iw/ ATtJONgTNPtARTE , DIRECT MOUNT 0 i, tNSTALIATIONS FOR ALTERNATIVES ON, bW a ,DILL ONLY vALiD FOR t�, BUILDINGS WITH A.5.0: oEWN GOADS i)P TO t41& -{B.O Pa./. ANP lxNt !N PANEL`S LENGTH UP TO ix•-+` 2. FOR NEV WOFRAME WcDTNBiRGIcrK7N: WOOD MEMBERS TO BE SOUTHERN = 4?:�'••GEN�•.,✓�' si PINE N0, 2, Wf SPECIFIC DENSITY OF 0.55 OR EQUAL ••: F1OIZIOA BUIt.DINtl CODE Mi h YalocH mu no Zan! DE;, q} i VXMTom, at c 20 GAGE QALYATGZED STEEL STOW PAW '� TOP a BOTTOM MOUNTINGS CAN 8E caABINm IN ANY WAY To sort ANY •g�,: �, � � _� 1 L E C 0#vc" G0 rug LOBAL PROTECTION PRODUCTS, LLC. INSTALLATION. � P,�: •. t R1O : - ;.� s siy ,� ••, .... xA. a. +Naaw.A FNma: foatlAMa» r/a: taae-nav 20»1TTr ' PYp�w,,,w...rWaan-m, a4/rrio Na -t+Mlll TALI -L X YW,10tT/JI» P.$. '.... M. mom R Ora N Gn —ca � U N 0� � O � O O � i//tt Mho 71alEAOFDPCUkiiWtNJ10N `__� .�, • .I TO TN05t►IC wam NFAbFR " I .i } , •pLy ,1 ItlmtlllEO ( _ a 12 tJi�"o.n � ^ 1 jM,'. W. sa A�F /,L�1 I ED 1 EO `'• EO r` 1 .fie L I � i i �ti•'` aaoo PIRF t "\ ..r�� L� ALTEBi�ATIVE 3 ALTERNATIVE 4 U CU iru scniws s s• aA. wJ t 1Jz` ` t I Nt.•1NaiA$Ea PEME,WwIdFN OR � bT� IJI'Ab:wa/O•' cONO XWHS ME61wIG w/ rh"A-sm3^ €s Ns r a' ats an rJsy-m wF�NaE rowc n at �TERNATtYE WQQQ FRAME G`gj�,QITIQNS �' ANCHOR LOCATIONS /�� N�NtTuaDa °a of ' ' waoQ acNE: aja•' " M �■ r b ■ NorC ; soANnEN twAalt NOT slwAw roll aAwtT WALL Vm M©UN'�N�S INSTALLATfON W ALTERNATIVE 9W s � � FLORIDA BUILDING CtlDE.' h Ybkna Nu one 2onb):. WIbca INC 20 CAGE GALYANRED STEEL $TOR1I PAKEL avaia, � Q 1. F49iALiATbiNb NE DAILY FTNR bUpIDYNS w#OI ASG, OFStaN AlMOS. �.. N A_116t� Z twreltLi.Eg7HLR•TDr�c.ytSALPROTECTIONPRODUCTSLIC3FGR NEwRN1ENsmucTlcWODnItEN$LR$K sound+S••.••O-EIh�ax.sPEDseoENSTraFo.�W1QUK_A�ws�rZ 1111N111NN+wRovO.taxXw n,a. Tioc (�t)Ieo--aFa'/ 20-178 Q P� aFAt/]�a+TuaFxwTe �tAr,, a:E. ,n,. awaNrN Nt: _ J ;;Mfg or to SHEET N0, SH 1.1 No. +14187 'FN Wgum 000 BATUVWma IT .3 u ANgR# 1N[ 11C' 1 24 OAOE GALVANIZED STEEL STSNtk PAFRT. I ,,,mp., 20-f7a # Nua1 ONLY F'at NVJNELs -T rnla, la SHEETS 6 . e) aIn ) VA""AtA/i1W6 saA/:wo FOA Fa. - s 1/x` • DMON nrcav CF TAP -OW exN-xl eN+twAre r>aatc ro vANswre Pna saw sct vaF�uRE uc'�ia�w.s�Nb ToM11NMU/ FW1NL RA1er Tt TC To in io To ANY tsNGNt 1• Tn.) TO CtlIVtiAkfE WC TO CCliGaail ' To CKMaI1aTE TO CONCAETE 14 I;O/iCRETE + a7CKE TO WR4OR61'E.. bl OF TlrJf .. 6' N/A N/A N/A S' N/A B' N/A 8` N/A N/A N/A i (1QP) 8" <'. WA NJA 6` $` 8' B" -8.. e" NJA N/A # (BOTTOfij 6` N/A N/A N/A 8' NfA S" N/A 8' MIA N/A N/A 2 (TOP) 6" WA N/A N/A 8' WA 5' R/A 8' NJA WA N/A 2 (6GITOM) 55.5, 720 8' IOTA N/A N/A BA N/A. 6'.. NjA ..8".. N/A NfA. .. N/A '. 3 t { (TOP) sY--5*TC1 $"-&" OR IE55 8` {+ N/A N/A tP S' 8' 8' 8' $` ..N/A N/A 3 (90Ti0fi).. $' N/A NjA. N/A N/A 8" 1(/A B' NIA N/A. N/A 7 (i'oP) 8`. 4" N/A N/A 8' 8` 6' 6' 6' 8' N/A N/A 4 8 7 (BOTTOM) N/A WA 12 1f2` 6 1f1' 12 1/2` 8 Ile ,JI' 61f4' 8 I/1` 6 1j1' N/A N/A 5 (TOP,/BGTTOM) SO:0,..-53.3 ...NJA N/A 12 1/2` 8 1/4` 12 1f2" 6 ij{" 81J4` 81/4" 8 Tj{' 8 1/{" : NJA... 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REO{ICiD SA1CaW OBl/KIEO tIf.PV.FACTOR siWl NOT 9E IES,2 THAN 1nNNtX1 BPAca+s aAOKA1eo FOR FACH ANCkDN TYPE AT ANLtICX9 LEOWM. ,101:1141ummm 0 T1fi 1/ASr ,/1'. f A i i/4 A 1 4"e - 7 j4S $NAON 6'MP-04P a OYN-d!1 �1-aEf yp AaCl10. 5AA'YIO OxJ ] ] 9 I t ,A f M ! ] ] 3 a ] ma,mnAav *+� OA) r/a ,IaaAMN tNmeP wMenl f s 31J2 s,,lt : , arts: ANatYL EJi WN1C F X•C 10 K , -- y ,A6 r.Op - tAa Jis - ] , - ,a0 - Lao Ia0 SIto X ABox or V OF V OF V Ws m V*OF QUAM Awiff I SCAU Kp INS�'J4l.i.ATj�N QETAiLS ,.F"QR aEGU.1.AR..:PANE4Fsa & INIQEXI$TlKQ WQaD STRUCTURES 1{-tO PANEEWTE Pius ( •� % / ,+-t0 FANELMATE Pars aANa►r+aE PLUS �.b , A^ Pac. w/ , 7f$' � i°`"'. e , A• O.G w 1 7/s' ",, 4" - a b / js` oc. w/ , 7/a• EINCTW.00N11T 10 FJoaO t` TIMFMEO PFMEiPAKyi TG E1tlS1t7Nt wDao HFAM a FxiSnNC ata11 NEAOFA ousnHG WOOD IiEAtlEW e,ersiwa aTfron i b,/�os. � ►, as R � w060 HEADER ROOD NEAbIIt s f� , j ( � I PaGWRED A., s • stt s ON � SO: +mwE eaON i t sa ON Np%. FWNi3, {EFIGrIi ._.... - � NA%. 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WA NJA 6` $` 8' B" -8.. e" NJA N/A # (BOTTOfij 6` N/A N/A N/A 8' NfA S" N/A 8' MIA N/A N/A 2 (TOP) 6" WA N/A N/A 8' WA 5' R/A 8' NJA WA N/A 2 (6GITOM) 55.5, 720 8' IOTA N/A N/A BA N/A. 6'.. NjA ..8".. N/A NfA. .. N/A '. 3 t { (TOP) sY--5*TC1 $"-&" OR IE55 8` {+ N/A N/A tP S' 8' 8' 8' $` ..N/A N/A 3 (90Ti0fi).. $' N/A NjA. N/A N/A 8" 1(/A B' NIA N/A. N/A 7 (i'oP) 8`. 4" N/A N/A 8' 8` 6' 6' 6' 8' N/A N/A 4 8 7 (BOTTOM) N/A WA 12 1f2` 6 1f1' 12 1/2` 8 Ile ,JI' 61f4' 8 I/1` 6 1j1' N/A N/A 5 (TOP,/BGTTOM) SO:0,..-53.3 ...NJA N/A 12 1/2` 8 1/4` 12 1f2" 6 ij{" 81J4` 81/4" 8 Tj{' 8 1/{" : NJA... 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REO{ICiD SA1CaW OBl/KIEO tIf.PV.FACTOR siWl NOT 9E IES,2 THAN 1nNNtX1 BPAca+s aAOKA1eo FOR FACH ANCkDN TYPE AT ANLtICX9 LEOWM. ,101:1141ummm 0 T1fi 1/ASr ,/1'. f A i i/4 A 1 4"e - 7 j4S $NAON 6'MP-04P a OYN-d!1 �1-aEf yp AaCl10. 5AA'YIO OxJ ] ] 9 I t ,A f M ! ] ] 3 a ] ma,mnAav *+� OA) r/a ,IaaAMN tNmeP wMenl f s 31J2 s,,lt : , arts: ANatYL EJi WN1C F X•C 10 K , -- y ,A6 r.Op - tAa Jis - ] , - ,a0 - Lao Ia0 SIto X ABox or V OF V OF V Ws m V*OF QUAM Awiff I SCAU Kp INS�'J4l.i.ATj�N QETAiLS ,.F"QR aEGU.1.AR..:PANE4Fsa & INIQEXI$TlKQ WQaD STRUCTURES 1{-tO PANEEWTE Pius ( •� % / ,+-t0 FANELMATE Pars aANa►r+aE PLUS �.b , A^ Pac. w/ , 7f$' � i°`"'. e , A• O.G w 1 7/s' ",, 4" - a b / js` oc. w/ , 7/a• EINCTW.00N11T 10 FJoaO t` TIMFMEO PFMEiPAKyi TG E1tlS1t7Nt wDao HFAM a FxiSnNC ata11 NEAOFA ousnHG WOOD IiEAtlEW e,ersiwa aTfron i b,/�os. � ►, as R � w060 HEADER ROOD NEAbIIt s f� , j ( � I PaGWRED A., s • stt s ON � SO: +mwE eaON i t sa ON Np%. FWNi3, {EFIGrIi ._.... - � NA%. PANEL LENODI Nmc. PANEL liHDtN r/r.->mn• s� t i Ism i) (SEE Natg s) ,n`raaN` s.a. Nmi r) �ww+a '. 3 i I MAX. 7 EiVK aan • � .. ; h ! aft. f/Y b.G D.'A• .. ._ ; � : � � 1i � 2`.tA` i�b". A.C�t/E � f+-1a i'lONEtaLAiE. PLUS� - t-1- I L4xtT REOIIMEO 1 II. 1'E1151RtT10N AT f I i t b , 1' O,f. W/ , 7/8' N D7H OF PLATE , {`a LAD spar's a yy Iw/ ATtJONgTNPtARTE , DIRECT MOUNT 0 i, tNSTALIATIONS FOR ALTERNATIVES ON, bW a ,DILL ONLY vALiD FOR t�, BUILDINGS WITH A.5.0: oEWN GOADS i)P TO t41& -{B.O Pa./. ANP lxNt !N PANEL`S LENGTH UP TO ix•-+` 2. FOR NEV WOFRAME WcDTNBiRGIcrK7N: WOOD MEMBERS TO BE SOUTHERN = 4?:�'••GEN�•.,✓�' si PINE N0, 2, Wf SPECIFIC DENSITY OF 0.55 OR EQUAL ••: F1OIZIOA BUIt.DINtl CODE Mi h YalocH mu no Zan! DE;, q} i VXMTom, at c 20 GAGE QALYATGZED STEEL STOW PAW '� TOP a BOTTOM MOUNTINGS CAN 8E caABINm IN ANY WAY To sort ANY •g�,: �, � � _� 1 L E C 0#vc" G0 rug LOBAL PROTECTION PRODUCTS, LLC. INSTALLATION. � P,�: •. t R1O : - ;.� s siy ,� ••, .... xA. a. +Naaw.A FNma: foatlAMa» r/a: taae-nav 20»1TTr ' PYp�w,,,w...rWaan-m, a4/rrio Na -t+Mlll TALI -L X YW,10tT/JI» P.$. '.... M. mom R Ora N Gn —ca � U N 0� � O � O O � i//tt Mho 71alEAOFDPCUkiiWtNJ10N `__� .�, • .I TO TN05t►IC wam NFAbFR " I .i } , •pLy ,1 ItlmtlllEO ( _ a 12 tJi�"o.n � ^ 1 jM,'. W. sa A�F /,L�1 I ED 1 EO `'• EO r` 1 .fie L I � i i �ti•'` aaoo PIRF t "\ ..r�� L� ALTEBi�ATIVE 3 ALTERNATIVE 4 U CU iru scniws s s• aA. wJ t 1Jz` ` t I Nt.•1NaiA$Ea PEME,WwIdFN OR � bT� IJI'Ab:wa/O•' cONO XWHS ME61wIG w/ rh"A-sm3^ €s Ns r a' ats an rJsy-m wF�NaE rowc n at �TERNATtYE WQQQ FRAME G`gj�,QITIQNS �' ANCHOR LOCATIONS /�� N�NtTuaDa °a of ' ' waoQ acNE: aja•' " M �■ r b ■ NorC ; soANnEN twAalt NOT slwAw roll aAwtT WALL Vm M©UN'�N�S INSTALLATfON W ALTERNATIVE 9W s � � FLORIDA BUILDING CtlDE.' h Ybkna Nu one 2onb):. WIbca INC 20 CAGE GALYANRED STEEL $TOR1I PAKEL avaia, � Q 1. F49iALiATbiNb NE DAILY FTNR bUpIDYNS w#OI ASG, OFStaN AlMOS. �.. N A_116t� Z twreltLi.Eg7HLR•TDr�c.ytSALPROTECTIONPRODUCTSLIC3FGR NEwRN1ENsmucTlcWODnItEN$LR$K sound+S••.••O-EIh�ax.sPEDseoENSTraFo.�W1QUK_A�ws�rZ 1111N111NN+wRovO.taxXw n,a. Tioc (�t)Ieo--aFa'/ 20-178 Q P� aFAt/]�a+TuaFxwTe �tAr,, a:E. ,n,. awaNrN Nt: _ J ;;Mfg or to SHEET N0, SH 1.1 SFE SHCCPc,1F tO. 91 A1Ii 1x FYrX AN7IPAS Tt9a a sFtitC04 FOR 9156MRATNNLS aJTO WARD FWANE B11RDaW MIALAfM ANGa7R SPATANOS AHD AWIraW EDCC WaTAeYCE ARE a1bW1T9 ON Dos 9CNf0U5E. FDIC EA: tts4 Hall CNOWLrbD dR 3CibntAC 1 ANCNCR SPACING BY MIXTWLrpN6 SPAcb/O ON 9tt1E0UlE ITT 7Nf FDliONR/O FAOTOR4, PDk SNlri OPTPATWN TO BE PEE. REO{ICiD SA1CaW OBl/KIEO tIf.PV.FACTOR siWl NOT 9E IES,2 THAN 1nNNtX1 BPAca+s aAOKA1eo FOR FACH ANCkDN TYPE AT ANLtICX9 LEOWM. ,101:1141ummm 0 T1fi 1/ASr ,/1'. f A i i/4 A 1 4"e - 7 j4S $NAON 6'MP-04P a OYN-d!1 �1-aEf yp AaCl10. 5AA'YIO OxJ ] ] 9 I t ,A f M ! ] ] 3 a ] ma,mnAav *+� OA) r/a ,IaaAMN tNmeP wMenl f s 31J2 s,,lt : , arts: ANatYL EJi WN1C F X•C 10 K , -- y ,A6 r.Op - tAa Jis - ] , - ,a0 - Lao Ia0 SIto X ABox or V OF V OF V Ws m V*OF QUAM Awiff I SCAU Kp INS�'J4l.i.ATj�N QETAiLS ,.F"QR aEGU.1.AR..:PANE4Fsa & INIQEXI$TlKQ WQaD STRUCTURES 1{-tO PANEEWTE Pius ( •� % / ,+-t0 FANELMATE Pars aANa►r+aE PLUS �.b , A^ Pac. w/ , 7f$' � i°`"'. e , A• O.G w 1 7/s' ",, 4" - a b / js` oc. w/ , 7/a• EINCTW.00N11T 10 FJoaO t` TIMFMEO PFMEiPAKyi TG E1tlS1t7Nt wDao HFAM a FxiSnNC ata11 NEAOFA ousnHG WOOD IiEAtlEW e,ersiwa aTfron i b,/�os. � ►, as R � w060 HEADER ROOD NEAbIIt s f� , j ( � I PaGWRED A., s • stt s ON � SO: +mwE eaON i t sa ON Np%. FWNi3, {EFIGrIi ._.... - � NA%. PANEL LENODI Nmc. PANEL liHDtN r/r.->mn• s� t i Ism i) (SEE Natg s) ,n`raaN` s.a. Nmi r) �ww+a '. 3 i I MAX. 7 EiVK aan • � .. ; h ! aft. f/Y b.G D.'A• .. ._ ; � : � � 1i � 2`.tA` i�b". A.C�t/E � f+-1a i'lONEtaLAiE. PLUS� - t-1- I L4xtT REOIIMEO 1 II. 1'E1151RtT10N AT f I i t b , 1' O,f. W/ , 7/8' N D7H OF PLATE , {`a LAD spar's a yy Iw/ ATtJONgTNPtARTE , DIRECT MOUNT 0 i, tNSTALIATIONS FOR ALTERNATIVES ON, bW a ,DILL ONLY vALiD FOR t�, BUILDINGS WITH A.5.0: oEWN GOADS i)P TO t41& -{B.O Pa./. ANP lxNt !N PANEL`S LENGTH UP TO ix•-+` 2. FOR NEV WOFRAME WcDTNBiRGIcrK7N: WOOD MEMBERS TO BE SOUTHERN = 4?:�'••GEN�•.,✓�' si PINE N0, 2, Wf SPECIFIC DENSITY OF 0.55 OR EQUAL ••: F1OIZIOA BUIt.DINtl CODE Mi h YalocH mu no Zan! DE;, q} i VXMTom, at c 20 GAGE QALYATGZED STEEL STOW PAW '� TOP a BOTTOM MOUNTINGS CAN 8E caABINm IN ANY WAY To sort ANY •g�,: �, � � _� 1 L E C 0#vc" G0 rug LOBAL PROTECTION PRODUCTS, LLC. INSTALLATION. � P,�: •. t R1O : - ;.� s siy ,� ••, .... xA. a. +Naaw.A FNma: foatlAMa» r/a: taae-nav 20»1TTr ' PYp�w,,,w...rWaan-m, a4/rrio Na -t+Mlll TALI -L X YW,10tT/JI» P.$. '.... M. mom R Ora N Gn —ca � U N 0� � O � O O � i//tt Mho 71alEAOFDPCUkiiWtNJ10N `__� .�, • .I TO TN05t►IC wam NFAbFR " I .i } , •pLy ,1 ItlmtlllEO ( _ a 12 tJi�"o.n � ^ 1 jM,'. W. sa A�F /,L�1 I ED 1 EO `'• EO r` 1 .fie L I � i i �ti•'` aaoo PIRF t "\ ..r�� L� ALTEBi�ATIVE 3 ALTERNATIVE 4 U CU iru scniws s s• aA. wJ t 1Jz` ` t I Nt.•1NaiA$Ea PEME,WwIdFN OR � bT� IJI'Ab:wa/O•' cONO XWHS ME61wIG w/ rh"A-sm3^ €s Ns r a' ats an rJsy-m wF�NaE rowc n at �TERNATtYE WQQQ FRAME G`gj�,QITIQNS �' ANCHOR LOCATIONS /�� N�NtTuaDa °a of ' ' waoQ acNE: aja•' " M �■ r b ■ NorC ; soANnEN twAalt NOT slwAw roll aAwtT WALL Vm M©UN'�N�S INSTALLATfON W ALTERNATIVE 9W s � � FLORIDA BUILDING CtlDE.' h Ybkna Nu one 2onb):. WIbca INC 20 CAGE GALYANRED STEEL $TOR1I PAKEL avaia, � Q 1. 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INSTALLATION. � P,�: •. t R1O : - ;.� s siy ,� ••, .... xA. a. +Naaw.A FNma: foatlAMa» r/a: taae-nav 20»1TTr ' PYp�w,,,w...rWaan-m, a4/rrio Na -t+Mlll TALI -L X YW,10tT/JI» P.$. '.... M. mom R Ora N Gn —ca � U N 0� � O � O O � i//tt Mho 71alEAOFDPCUkiiWtNJ10N `__� .�, • .I TO TN05t►IC wam NFAbFR " I .i } , •pLy ,1 ItlmtlllEO ( _ a 12 tJi�"o.n � ^ 1 jM,'. W. sa A�F /,L�1 I ED 1 EO `'• EO r` 1 .fie L I � i i �ti•'` aaoo PIRF t "\ ..r�� L� ALTEBi�ATIVE 3 ALTERNATIVE 4 U CU iru scniws s s• aA. wJ t 1Jz` ` t I Nt.•1NaiA$Ea PEME,WwIdFN OR � bT� IJI'Ab:wa/O•' cONO XWHS ME61wIG w/ rh"A-sm3^ €s Ns r a' ats an rJsy-m wF�NaE rowc n at �TERNATtYE WQQQ FRAME G`gj�,QITIQNS �' ANCHOR LOCATIONS /�� N�NtTuaDa °a of ' ' waoQ acNE: aja•' " M �■ r b ■ NorC ; soANnEN twAalt NOT slwAw roll aAwtT WALL Vm M©UN'�N�S INSTALLATfON W ALTERNATIVE 9W s � � FLORIDA BUILDING CtlDE.' h Ybkna Nu one 2onb):. WIbca INC 20 CAGE GALYANRED STEEL $TOR1I PAKEL avaia, � Q 1. F49iALiATbiNb NE DAILY FTNR bUpIDYNS w#OI ASG, OFStaN AlMOS. �.. N A_116t� Z twreltLi.Eg7HLR•TDr�c.ytSALPROTECTIONPRODUCTSLIC3FGR NEwRN1ENsmucTlcWODnItEN$LR$K sound+S••.••O-EIh�ax.sPEDseoENSTraFo.�W1QUK_A�ws�rZ 1111N111NN+wRovO.taxXw n,a. Tioc (�t)Ieo--aFa'/ 20-178 Q P� aFAt/]�a+TuaFxwTe �tAr,, a:E. ,n,. awaNrN Nt: _ J ;;Mfg or to SHEET N0, SH 1.1 i//tt Mho 71alEAOFDPCUkiiWtNJ10N `__� .�, • .I TO TN05t►IC wam NFAbFR " I .i } , •pLy ,1 ItlmtlllEO ( _ a 12 tJi�"o.n � ^ 1 jM,'. W. sa A�F /,L�1 I ED 1 EO `'• EO r` 1 .fie L I � i i �ti•'` aaoo PIRF t "\ ..r�� L� ALTEBi�ATIVE 3 ALTERNATIVE 4 U CU iru scniws s s• aA. wJ t 1Jz` ` t I Nt.•1NaiA$Ea PEME,WwIdFN OR � bT� IJI'Ab:wa/O•' cONO XWHS ME61wIG w/ rh"A-sm3^ €s Ns r a' ats an rJsy-m wF�NaE rowc n at �TERNATtYE WQQQ FRAME G`gj�,QITIQNS �' ANCHOR LOCATIONS /�� N�NtTuaDa °a of ' ' waoQ acNE: aja•' " M �■ r b ■ NorC ; soANnEN twAalt NOT slwAw roll aAwtT WALL Vm M©UN'�N�S INSTALLATfON W ALTERNATIVE 9W s � � FLORIDA BUILDING CtlDE.' h Ybkna Nu one 2onb):. WIbca INC 20 CAGE GALYANRED STEEL $TOR1I PAKEL avaia, � Q 1. F49iALiATbiNb NE DAILY FTNR bUpIDYNS w#OI ASG, OFStaN AlMOS. �.. N A_116t� Z twreltLi.Eg7HLR•TDr�c.ytSALPROTECTIONPRODUCTSLIC3FGR NEwRN1ENsmucTlcWODnItEN$LR$K sound+S••.••O-EIh�ax.sPEDseoENSTraFo.�W1QUK_A�ws�rZ 1111N111NN+wRovO.taxXw n,a. 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LEHGRI a MNREr IN i (SEE NOTE 1 1lFi0W) + PANEL tt7Nt.7H �ARN+aw ; I (MIME 1 GROW) 1Aq�F1. LENGTH 1e j•> ' i -,:_ - VICE NOTE 1 IRLa.Y) Fi651IIJc 14 gJASr ` ` ' Ot/48 .. �._._._. LULU (SEE NOTE 1 BELOW) R/4'0"�11.'. ,/4Y•-2 } ss 0.& W , PN seET Yf7 I I ss Ms.. NUT 1 iWWt�RIl 1M V �..,._.... ; d jf14•f TAPCON, 3 5 � • i "...._ # e ) j fe nT wE/L pT7 PENETRAT l,N AT MI HOF M1E I i 4 I I I /�R I 1 1 m. r - 1�. ,�''' ` .__3 , a' � � ' ,_�.._._:1 •• ,: .: _. , � � LULU.. `.-r+ I, ._� . T/4'MINMr$.E. 4.[w W/ ,_ '�, tf4'h20r3 4- M3. W/ - I W61G NUT A 3/32''wUO NRVR > 3/32" MNa, NIK (ilEYow�)' Inn W 12 1/2 O.C. - { ij of ( ) tAPCOH/ SiL O)S i it t L 4 P TAPCONj0 e-)O.c 1 I MILAT nRI OEn j ! , s) K ) W a 1/. • 1Ati. Ttu FD 1."� ^s w/1 1/z' MNi. T10NXOE0 OF PLA A'--�NEggA27Oy ATMgWIiM--1-LT= PEFEiWiTON IALWOIH ! •` [ + OF PLATE 4 GF PRATE AT `3 I I ` WOW PLAN 1 ' NO©D RATE € WOOD. MATE „,_ 2'a4' D0 PLATE - __...-_- dSI� WALL � say eta n">< ' 11�L'� � ��tA SCALE 3/•"-1" �S�Y PANEL NEW 0 AIR PANIEL L*T SUM PANELID SCALE. 3/Q'-i• SCALE 3/e•-1• SCALE 3%8•-t• y��R p, ilfllj. IFLORWA OUiLDING CODE (High V612 AMWwTGone Tone 1. INSTALUT101KAAE ONLY VALtO,tgR OWlOMIO.S::WCN A.S.C. DEMON' - W TO t55.iI -72.a PSi AtEt PANEL'I LENGO UP TO s-C. ND.; ) LTOO. 4 e 20 GAGE Cn1LYAt87ED STEEL STORM PPANEL2. FOR NEW NOW FRAME W0DO TO BE SOUTHERN 3 : %# FD Im PARE NO, 2.: W/ SP€CFIC oMSR•P OF 0.55 OR EDu c- dT • �� �• - a : ,3Q , 1 C 076C. WGLOML PROTECT" PRODUCTS. LLD. AAL w. a+w P*. A AIPNE DIAL' ETA W W *4)W"W 20-978 - i M-tw.4e.PW__- eNVIVNHFI N P.C. 9FAAlM01Am>1R/OME •x SA -bow". 11RMiO+a 0 or R'w H-------- 7&Iw (TOTAL WET ---•----12.500" (EFFECTIVE 2.bCR7' 2 ... a TYP ASHY A-W -LLEDGE �.. GRADE SO MNWM ■:FAIL A 481E O-4O GN.V, -- ------ .�-. Yam. (D SUN PANEL W/ HEMMED EDGE.`" A � ifl,0p' ISOMEMIC VIEW DETAIL A r 5 ', (,;✓ HEMMED . ROUNDER CORNER 0 ENDS OF PANELS DO UP W/ HEMMED EDGE. (N.T.S) I L 3'x4aMgx.) ALUM. M= 73p- LOSS" (TYp•) tl 1T' LIONG 6003--75.Awm. ALLOY I Dj6EEL„�.4' OETAG ,725• 2,06- Imo=. a I EMY.Ra_". WgxA}A". ALE ,i. fl 1 "POW ANCHORS o Y �iAPCON MCMINS ,®.. 1 4, TAPCON ANCHORS9. T 4• TAPaPOURED, I POURED PfI A4U1,aR5 CONE'.fftTCI _ ` >OiCkE1C :!. j f 1. a= REtRARED 111 Bi OC[ i�AtAREC s E REg MtEO .1 SLOW, II REa a I ^*� � L I Ri,. W&AMaaNraa'° f0>P1NA�W4YA-:f[�Yi _1'. ,q !M@**fl W1" ttt t GLASS1MLASSGLASS 1 _ _ I i i 1 I S yy} p jjjjjj$ + 6 j1{7j 6 1 i s� 11 ue (1r o wR/ss j' ce w�zfrNa Nur w N I 7 8"ti k 3/32" WIND NUT � - A . 3f32' WIND �, • 1121 D.C. I � (IEEYCNG) . . T � N NAROS 1/4' D.C.1 t 4 lAi'CaNWt ASHIER ) O 4 1� OCANCHORS • 1 4=' TAPI,'ON r (bTAgO1r W/ BRA) ! isrA+ as Wf S)Lo) r 4 1/2` GR ­- r,�01� 1.. . CQI fiEYE 9LDG14 w11w1 i BL4Ck OE�R �OC4[ '- CWICRL`fE HWCIi xi,�ut�l b= j .VIM-1. 1 W WALL IMOLMM WwLII7MN it if EEL t NIEL SCALE 3/ -1 56AtS 3fe'-T" : SCRIf'3/tl''< ' SCALE J/S'=I" III&= WAMWFOR PRO + R eMatoR rrt. s a4mw ,� ...... aittrr�, fwm elAenG r xewR 44k � aaar.PPf s4L.•GE$fi , 9LC$ICCaIE')AZP Ea LESS tI4Vi IIDNGRTEO nN Avlo w1 4 MAx a i s - • nAftA BUILDING CODE Qqh velocityNurriean•.7.on tGt EaxE 41AaVtR H P4cxA1 % AORW iL 1aa1m e c 7A CAGE CANYON Fn wannt as sti aHa 91 aw1 qN sp GILL b96E w"s ND. 41 GALVANIZED STEEL STORM PAWL 8Y 1W FOLLOOW14 1AC1oW8, FOR T1SS - - - - �FRgltltl Ta RE AKAsOLC, RFdUC�i.-..-,..-.,,.�_..e 1!F".. M_ . •i0 .: s,k.T• 'i ... �:.. - .s.-.. �1R1 e'h GeGMcP •Hru Aar a nr ,, EEO f ra ♦ GLOBAL PROTECTION PiR}6UM LLC. act riE-LEeS THIN Le+AN�AR 61Dacnm "'-- .' 1•., - f� E C. A0 ii6e. FWt fACIH AROWIR tW4 ak THS EI;HT,OtAE A' "° Q F(�O -�„� eNF. S, eWC)LT. 7 ' - '�rih 'j'3 J •� + aw s •. sr.,rew .c an+r! ram toa47+ 78 4 ^.� 20-1175 iiaOSWNa 1 4r .. LULU. tl�-•pOMt*.. � p Nt!>SEE4s 1. PGTALAt" ARE OILY VALG POR 6KAADO10S WITH'. A&O. QEBGN'WADS UP TD 4•.C` .5, -72.0 P$F AND PAF vs LENGTH UP TV 2. 1" N7E01 WOOD FRAME COffiTTA/CIWM:. WOOD MEMBERS TV BE SOUTHERN MFG NO. 2, W/ SPECIFIC 0"'" OF 0.85 OR QUAIL Y/24 "M NG)�e12 M" 1'/: r /21w W/ OR W/• 5� ate? (* "M a w" Ao> •K: IS'tf W1L 3 T OR®Wf AR W/0 - _ T PANG_ } TO im ow AT EACH �G 91M.4 JAYS W W�J LIEN TO FACRnATE WRS'TAIrAN ., IF IA�TO 8E INBTAlLCO. FROM WALL AIW- I• IWALIE GF StRiLC)W1E _. 1!4• IA- GAP V4` WA. DIN• !(GYPS : oaME t� 0). , E - Z NMIG SIGN PANEL S'YSTELI CONSISTING, OF-PMU + Cent. TRACKS w NL BOTTOM. (2), jbPALS DOLL ALWAYS BE CONNECTED TO BOTTOM TRACK 414MISE A STOP BAR 5WL7. Be PROVIDED AT TOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED 10 VT= TRACK, CONNECTION SfiML. CONSIST OF t/4Y-2W/4' ILS. W! UW 32 WIND WIT OR 10y7ft AT ER WRTO TAPPED BDTtOM tRACbK MN OF FASTENERS. Y EIRT RT FTAT FIANCES OF END PANEL.. (4). IN CASE THAT END PANELS ARE NOT -00"CTED TO BOTTOM TRACK 0- A STOP BAR 38 OILY L1SEf) At TOP)) AT LEAST TWO PAIRS SHALL BECONNECTED TO BOTTQN TRACK' USRVQ sPEC4 IDiCAtED CNN ROTE (3) ASOM tN SU014 CASE, COAVF N OF PANELS TV BOTUKR TRACK MAY OCCUR M AM' PANEL EOGATGIL (5). SEE SeOTON 1", 3' k 4- ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 2 : ...,,.... .Z= I:EE QA..-. �£ STATUE �?-t to AOtYw.A wean naulh V.rAnr .7 IN 14 sueDw Aili mX s lougo 3• MOIL ` r 11n, 80X1' t P s - - ., PANELAAIE MP') 3AyF°YEpARNpp 1CATE0N IZ' Y vb P INt£pIOR FINKS: _. - lW' - ` RASE (INAPT TO AU.EO AT EACH TYPICAL fLEYATlO4(y(���6.3�AW{IA6W{ aPENG 's a *"�� F LLW■ RFM Ta cA SLIJ. eliFAl4A E rtEIR �EG'ta�Om`Aum FROM L-Z:� sroRu PANEL , /OKE 7/3e" - T- ", Mal. GAP V4•1gRC- OAP-•f`.�. ���� ATDR410D5) I (T). �����: E - Z RANG STORM PANEL SYSTEM CONSISTING tiF PANEL Y VAC AT TOP a PANELMATE PLUS OR 13' Lon 11lSTTOM` S / RNCkES.. (2). ESA PANELS SHALL,ALWAYS BE CONNEOtEJ7 TO E?tl BG SILL WALL 8Y urAms OF PANEIMATES OR IF USED NTLY W/ IS LOG TRACK AT END PANELS. SMALL TO W/ )fH4"p- Oat3/4 A. WY 7/✓ ATi� 7YRlYC NM,R i'�_4__X. r �Y '1Y IMNT TAPPED AS { INTO EXISTING PO RED GQN�Rk"�TE. �� N�? CRETE B CO K STRtJCT[4TIES AXON Arm : 'TAPON ANCHORS POURED R' RK H v jt Tf4•-� .1/4' i C.O.• ...ri Max.-..,-.._.. EL[[[ I i IW.. IIA4AaItlIR w I I - 'a { a. m is i amo ))mm I N G-LASS 1 i 1 1 N I I %Tva � :. IY 1 11 I Ca = Lo- 1 CID 4z .84E /31 IA-10'N FAH'-11 PI.WS Wf {Y 14-f0'P PRMEIAIATE LUS i,1/ •_ . *PANE WWro NOT WHINER /iS i s 3/3Y WMN iNUr TOL4014A O e 1/A- a:e.. (BF.YONG) ' A_ . BLDCN COM�BlOTM LLB. 9 REQUIRED!, RVOLARED SCALE 3/8`-1- AIf", T SCALE 3jr-T' Now .VC '✓� gum 1(,44167 ; FLORIDA SUUING CODE NI I VRNPe NwtiDone Z•n6' Wow ^ TxLTE "� 20 CAGE GALIiAHM STEEL ST K PANEL INNNR e s�p81 �. "'�"'� a/ary0e1 tc' LOBAL PROTEMN PRODUCTS, TLC, 'ty, tS ' • �� LULU.. - Sii:#��iH�i eMc, +�aa.,�sr Ah aNAiT : 2 ]3314 A Y -ANT aMvrt. - 1 L /le r - a,Mr 2 17fi w"r.'rf..""s. wa+r 4 a a P4W,A P)lBNPE LOA+jOB-T•fb, r7Jt: s.84�eP.Til raAwt McAt aME-Mn=M.PWM FH+�1 Aa,r 4ww �.. LULU. LULU.. -... P.E/611E YDC)!R A"YObB}IX..Pd- . SEE exsT re a ffi FGR AAICIgRi TYPE k tart 1/4a y� 1:•. IVA,aNG FOR ORsv4uagN6 InG enm '� AN°a' A 3 MNWwt sPAaND3 AND MINMIIA mx OiSDlMCE NEE w!I!'AR9 GR W4s 4mscewAaM ail s b � SOME. !0R E$- Lk85 717W NWGNC• al 2&HrO1AE ITOt)CA VN6110FI SPN8M6 8Y MLATIPLYRM IPAS4AIC $IOITN ON IRE RAR4a,1 Oe-lY WaR, Oa AIrKPI.Cq 096E MM1roR.. •Y M fRIJ6TARO TALTdL4. FOR 1,4$ 14 9E PEE OPFG065ti 1 t I Ap _ �_---' '-��'.� _ .. SPACING OeiAWRD U36N0 FKtOO S)MiL NOT >M +:3s THIN wNA egAea+G INGKeaCG fG4 %CR ARGIOR TTPE 0M TARN Sr�nuLE r at - L MM- Ary_ m K_Z STORM MM army 1, E-Z HANG STORM PANEL SHDWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR CDMPI.YJICE IN ApC4RtMOM WITH THE 202D (Mb. EDITION) OF THE FLORIDA BUILDING. CODE, DESIGN WAND LOADS SMALL BE DETERMINED AS PER SECTION A620OF THE ABOVE MFMIONIM CaOE, FOR A WIND SPEED A5 REWIRED BY THE JDRISVIC ION WHERE SHUTTERS WILL # 1N5TAUED ABA FOR A DI#C tALIGl EA;CTDR ,Rid-a;BS. USIKP A= 7--18 AND NOT EXCEED 114E MAXIMUM. MA M) OEM PRESSURE PAM" 0101OiTE0' ON SHEETS 25- A 26.. IN ORDER TO VERIFY THE ASOK CONWWN. ULTWATE DESIGN WIND LOADS DETERMINED PER AM 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN AMID U7ADSBY MULTIPLYING THEM BY 0.6 IN ORDER TO TD COMPAJ{E" THESE IRA MAR. (AS,D) DEIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 26, IN DROER TO YER/Y THAT COMPONENTS AND AW40RS ON TORS P,EO, AS TESTED WERE NOT OVER STRIISM. A 33X INCREASE IN ALI.OWAI6X:E: STRESS FOR WHO LOADS WAS tlOL US@ IN THEIi-ANALYSI5..FASTENERS SPACING TO WOW HAS .BEEN OETERMIR@ IN ACCOROIWCE WmH STORM PANEL'S ADEQUACY FOR IMPACT AND FATGUE HAS BEEN VERIFIED IN E 18 8 ACED P.ESISCANCE ED ACCf1RCr4NL' WITH SEirT1DN R #` THE ABOVE L4ENTIONED CODE AS PER romsTR4TTON" TESTING LABORATORY. INC. REPORT /' 2032. A5 PROT00015 TAS•-2a1, TAS-202 AND 7AS-203, 2: TINS S;15IEA1 4VLS .BEEN DEIGNED TO BE INSTALLED ON THE OE/TSIDE aF TINE 9PEN•JC' ACCESSW4G iIPEFIRIG FROM THE FRONT W/0 'THE USE T A IADDUR OR. LIFT. TNiS APPLICATION IS VAUO WHEN AISTALUKTON PS ONTEHOED tO BE P)OTFDRYm FRaIA tFii INSIDE OF STRUCTURE 3. SERIES IWO INSTALLATION L4 APPLICABLETO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED 10 BE PERFORMED FROM INC INSIDE CIF STRUCTURG 4. SERIES 2DDO ANSTULATGN S APPLICABLE TO SINM AND DOUBLE HUNG AND HOWMAI SLICERS STYLE W1µiOWS WHEN. INSTALLATION IS REQUIRED TO BE PERFORMED FROM SHE INSIDE OF STRUCTURE S. ALL ALUMINUM INTRWONS TO BE.:4063-TS ALLOY AND TEMPER. .:(UNLESS OTHERWISE NOTED) B. ALL ALUMNUM SHEET METAL USED AT CLOSURES SHN.L HAVE 3t05-H14 ALLOY. 7, ALL STEEL SHEET METAL PANELS SNAIL HAVE STRUCTURAL QUALITY STEEL, AMU A-833 OBAOE 50 MIA., GALYAHRZED STEEL DESIGNATION w/Fy- Ses Ini (AFTER WILLM). B, ALL SCREWS TO BE STNALESS STEEL 304 OR 316 AISt SERIES OR OMOSION. RESISTANT COATED CARBON:'SrM AS PER DIN 50018 W/ 50 kA YIELD STRENGTH AND eO kei TENSILE STRENGTH & SHALL COMPLY W/ FLOMDA BUILDING CODE SECIM 1411.3.3.4. 0. DOLTS TO BE ASTM A-3O7 CAWANTZED STEEL. OR AGI 304 SERIES STAINLESS STEEL, WITH 36 LIEN MNNOMUM YIELD STRE>tiG'TN. 10. ANCHORS TO WALL SiNLL BE AS FOLLOft (N - 1/4'0 TAPCON AWHORS AS MANUFACTURED BY I.T.W. @IAlOt:%, INC. (YIN. Ye-.11/2 P,wi,) 1 /4' • K 7/B' CALK-•IE ANCHORS. AS MMIUFPCTUX D BY DE1I`N.T TIC, :(MIN. 1'C..J' 000 P• Lij - J14-10 P"/$' TE FEMALE G a-PANELMATE 4(:U5 ANCHORS, AS MwUFAL`RIRHO SY 040 :CONSTRUCTION PRODUCTS. &0 MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POUR@ CONCRETE SHALL BE 1 3/4• AND 2" FOR PANEU/ATE FEMALE 10 & PANELMATE PLUS. -A$) A� UI FINISH E 'PTEPAL SMALL ■k 7 -JN ANCHORS SHALL BE IS 7fe� INTO. CONCRETE NO EMBEDMENT INTO. PERMFITM if4' 0-20 SS SANTWXX SOUS USED SHALL- BE LONG ENOUGH(SHWLD ANY FINISH MATETRAL EXIST) TO ENGAGE 3/4` IWAD ANCHORS. A.3) IN CASE TPAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EASTMO WALL OR FLOOR, ANCHORS SEAL RE LONG ENOUGH TO REACH THE MAIN SMUCTUAE BEHIND SUCH PANELS. ANCHORAGE SHAALL. BE AS MENGNED IN A)) AND IN A2). - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BURDE)X. INC, 1/4• A K 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT HNC, (Fm.1500 xI,) - #14-10 PANELMATE FETAALE O AND PAHELMATE..PLUS A NCH AS-MANLVFADTURED BY ELOO CONSTRUCT" PRODUCTS (F'IO•=1 p-4dJ PAA BA) MINIMUM FiI■DMETtT OF TAPCai ANCHORS AND PANELAAAM i0 LE 0 # PAHL'LMATE PLUS INTO CCNCREtE BLOCK SHALL BE 1 T/4'. 0.2) MINIMUM EMBEDMENT OF 1/4-0 R 7/8''CNK-IN ANCHORS SHAH BE IS 7/ir INTO CONCRETE. NO EMBEDMENT INTO ANY EINTSH MATERNAL SHALL BE PERARTTED. 1/4" P-20 SB SIDEWALK BOUTS USES, SHALL BE LONG ENdLICKISHOULD ANY FINISH MATERIAL IOOSTI TO ENGAGE 3/4' INTO ANCHORS. 9.3). IN CASE THAT PRECA'3T STONE, CAR' PRECAST ODNCREIE PAIRS ®E..EY%1NO Q4 TI#E EXISTING WALL. ANOIDRS SFAIL. BE LOG', ENOUGH Tit REAUE TFiE iMLEI STRUCTURE ■FWAQ-5TP2N PANELS. ATNCiDaME SRNL. BE AS MUMONED IN 9.1) NO IN 0.2),. (C) A BE INSTALLED MILOS'NG ALL OF THE :RECONIANDATiOMS AND SPECIFICATIONS OF THE ANCHOR 11- N SHALL BE THE RESPONSIBKJIY OF THE CONTRACTOR TO VERIFY TT# SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO ■ ATTACHED TO INSURE'PROPER ANCMORACE. THIS SHUTTER S"I ONLY BE ATTACHED TO CONCRETE. BLOUR DB1100D FRAME RUILOINOS, 12. 111EIbYALtATIRN C01471ACTOR f5 TIF SFjL/CAULK At1. S1TUOiR CL'1lWONENT EDGES YMICFI REAWN P CONflNU0U5 CONTACT WITH THE BUILDING 10 PREVENT WIND/MIN INTRIt$HI1. CAULK. AND SEAL:SIRUTIER 1TRACIKS ALL AROUND IVLL LENGTH. 13, STORM PAM INSTALLATION SFALL COMPLY WITH SPECS I, "T@ IN THIS DRAW= PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED Lit" THE JURISDICTION WHERE POW AS APPLEED TM - 14, NO" WBAOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT VeM. 15. (a) THIS PRODUCT EVALUATION OOCUMENT (104.0.) PREPARED BY TM ENGINEER IS. GENERIC AND DOES NOT PRMpOE INFORMATION FOR A SITE SPECIFIC PRODCT; IA WHERE THE SITE CONDMONS DEVIATE FROM INE P-LD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE S(3EORON. PURCHASE: AND 9TNSTALLAITONI INCLUDING SAFETY OF THIS PRODUCT SAS@ ON Tiil9 P.EO. PRaWOED HE/SHE GVES NOT OEWITE FROM THE CGNW119M5 t fA0E0 ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (0) THIS PR00UCT EVALLMN" OOCUNENT WILL BE CONSMED INV" IF MODIFIED, (4) SITE SPECIFIC PROJECT5 SHALL BE PRIEPARED BY A FLORIDA KG15TER@ ENGINEER OR AROHI ECT W CH WILL. SEICANf TIC 'VANIl .'ER OF RECORD E.b.R,) FOR THE PROJECT ANO WHO WILL RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINffiR OP ACTING A5 A DELEGATED ENt:NEAXK TO THE P.E.O. ENIZf1EER, SlAi SUBMIT TO THIS IATTER THE SITE 9tH7'aEiC CNA:NINGS FOR REVIEW (e) TINS P,E.p,. SMALL BEAR THE OATS AND ORXOIWY-:BEN. I04G SIOIATIA� O' T}1E PROFFSSTONM. ENCINE£fl OF RECORD THAT PREPARED B. IS- STORM PANEL AIANUFACTURRWS LABEL SHALL -ATE LOG{TE'0 ON A WAVILY VISIBLE LOCATION AT VOW PANEL IN A000AW40E WITH SECTION 1705,8•3 OF FLORIDA BWLDNNO COGS. DNE LIBEL SH PILL BE PLACED FOR EVERY OPENING. WBRDG TO COMPLY WITH SECTION 17DB.a2 OF 'OK FiCNtRIA BUILLMNG COOL :, •L • >E. _ •: BLEB :.►6 66e I REE APfL IEOIWelIRf6 TOO �1a�AT 11h As M�L.M i ...E a H184 • { m (p AT CCO)JX70L1. eWID 121 4NIm dt OA ��p�/y� 41YYYU)IGN•lW'E GI43kCcf -71: - © ARr9� M LTA . owa4SRKf DoCd Co -Co co - . N O Cn co O U � L O U � o ■ � VI Q z Q J a SHEET N0. SH 1.2. .d: p�MMNYDKf N AEA. um1Rp, �T 1N TO ' ,MMTDID 05 dA55 >; W OR LESS 2 e/lOr BOLID•'+.. 9. 2', Y:. STINT 2W ! 3•W .Mo. -'S.S 70•-01 ,ADS 2 7/a' 8000 • A" k 4•W INFAS{a,EDl fi1g BOR10M OF � R IPYNYw AT OMEMAP at Nqf OF PA14i IFRGRI (7) RFV. BAN" WEOFS Jm : M. MAXIMUM MM*ft SRAONG FOR 15- M - ) ,IA' +' : APPUCANS -to AN1'•COMBNA1& - w 011:0 - 1491m i Oq PRESSURE ilA obn GMIS-iN TMNOAIM RAM'E 10 PANEtAk1SE F,JAX TO .: ` TO CONOREIE TO tolidt#.TE" TO tXXa11E15 12' N/A 12' N/A. 1V N/A .. 12e N/A I` At r fw) it' 3`.. 10" 3' S` 4' S` 4' T' BOTTOM) a6.0, -75'J 12' 3` 12" 3'. 9' 6' 8" SBA 3 ($MOM) 70" OR LESS NIA N/A N/A NIA R/A N/A 12 yr t t" 2' (BORDM) 71. N/'A 6' 1/2- N/A 4 t/2' : N/A 4 1/2' N/A S. (TOP) i2`. VA 12" N/A 8 1/2" N/A S 1/2- N/A S (BOTTOM) 12' N/A t2' N/A 12, 1 N/A Ir N/A 4.011) 12`.. O` - 12" B i/2" 12" '. ?1` '!'" .P I" 4' (BOTTOM).. *UWTW To Mo P,0ASO. oewm Poes m RATING, ♦SEE SHM, NO MR ANCHM TYPE k -SPICING FOR "1101 AT1ON9 rota WOOD FWA AM,wKMM AH91A SPAM" AND WOW FLOE OWANICE ARE tW -90 ON 7W SOLO 1LL FOR EtL. MISS I" DOOM IN SOMI'MAX A IMM MOM SPACING N MOLtD+4i'NO WACM 900 ON SOHIBKW N TOE PACIOM Ia,R ' 1MWIWM N! #YEO FIN MAatOR t P ET s ANCHORS IDNS LfDBND. MI.R M - 1/4si 1/4 w }/4'y 1/I i wow aCAWS-MY - ift ANWINe SAM, Bra 3 - 3 _ ^� a. 1/2 uglaaruxa' cer+.il 3 3 3. a NIA W44 YbMM RW:HN3 3 31/$ �' 34P + I161fW. FA 6W F/tAtMt I Ile > I - Is r 1A0I too j. ,/3 3, 1A5 ?AO v •I• RE"IKS mW IffiYNICE BETWEEN Bormw OF PANEL MD 0 TD I lIr 1/2' Max v3-Z + I• Rmxtm Wax, uWARM BETWEEN BOTTOM OF PANEL A D (DTO W-3/ta' COMPONENTS FOR REGULAR, LIE[ AELM I& Z HA MRM PANEL $)=EMS (SCALE 1/2-11 ._-r...___.>...-15.125• from wwT o _.-Liar 12S00' (FIFECTAF WIDTH) - -I I " 1/4"1H2W/4E1!D ' C--"�-�"6 1/4' (1YR) - /} _ .5t4'1...? 129"f) ANSWE Ct 4d 1/4- :1 ',..>. 1:790'-•-+ I }`S, i t,2-gyp' • .186- ,. :.1. -' ,..` OR a 12 1/T O.C. •3., : !O WAY a "Dwa a) ,. a -._.. t .y-•�� '"- L g024• MIA T,ItK (,rg�}. ""+ "IV 4 r :LOSE' IMUMN1ZED sttA - 'i, t.OB4• A$1M A663 TYP.EDGE �' MAX Sa �WYYiUM � 2.1* - +6 i LOBO' 7:SOD`^-•} .t25•. -- i s73' STORM PANEL E L>~ A� - Oct A 44O PANELSS,IALL rlE 1NsrMLEo ALNM7 � 1 FROM' LET' TO ,KIOlW W/ 1/2"!E0 M E3D Ar lE7T sloe GF PANE7. AMitls END LP •. xFTa1w Ear "� N:D,as^ ROUNDEDG4RNF.R G:EN3s OF P...,3 END UP W/ HEMMED EDGE, r .091• (rfp•) TOLD+' -«k .7S0`:.'•-. iS3" 0.270• ' R - LAY, '015, a 3105� - II�yALLM. Ea (�) NINo H a Q wr TRACK KEY B AT PANEL -091` �A2V $ StEEVE 2 1 /8" M".1m 1,G50't [ 2•°� I. e410+1 xso my Life --1 '-- T" MN-iD 5` Max,. T5 SE1��ap�1r MAX. ���-p��ANGLE 2.000`--•: iMll7idii3� \7 .3T4" 3.000' �• SOBS-114 ALLOY r~ P M _ ? 4p 1.12s' AI6O• _ 50•" 17.SEE sECTaws .. MAMA, �nLT,—taua •FBA JWILt1-0UT F* MM" is a � W"14 8� WNGNUT �r I f (TRAIL 3 ALLOY) P.e. SAL, 11 A q .= SHM a FOR ALt tiM ,Bi3' : ulaw"ONa,IF SLEEVE Lmm is 11'. LId.YWAIM FIR INSFALATO18 MO r .I>C• WOOD S'TIngro ES, Y 3.71SQ' (DTP+ 3 t@M phi/rIHAMNGER (1 1 L" NIlOE1 (USE ONLY FOR E Z "0 STOF44 i RAL SYSTW 6043-TS ALUM, ALLOY L Ot Xb a"PENETAAYIIxN a WWM HEADER. j144r S,MSminor (D F. H i,XiA tRMvN'( E NOTE to KUM) 1/4`0 A G SATES• 04 W/ e: Es, P,ATC P SON 1. INSTALlATODiS ARE LVAY "Up FOR BUg0.0IW+ WRN AS.O: OFSKSN Lam lla TO #rN9 -75.3 Pd AND PAHD."S 1041" UP TO S'-1D'. 2 TOR Nf!W WOOD FRAME �T1ON. WOOD MEAIN:RS TO RE $OUMEi PINE ft 2- W/ SPECFIC TiraNstrY DF D.65 OR EO1MK- AT AT TOP A BOTIUM NOMPMRNG3 CAN at WMIDWEO 9N ANY WAY 10 SUIT AW N9TAUA11I04, Al M , aH11TBR 1RADis NOT SAKwN _- 111L1wM �i-43 /Nc. l ��wi FRV1GixF1AAR fTA4JWLta. ..'_, PAS r •. L{} Slt`.. / 4em w 5 arnFEa ,u'?:SJaki`. '.'EYIiAU Wx'tYr �e 01IE. n:. 333,4 xe aka. r aq swam avxms w mY AIHmIG tw4pMM-;a4e. FAc [IMIaII-cmT 2(I- T 75 "m LiamR "EI 2/4 1/41 3/4, 4/5. S/5 & 6/5 tE .E.i ,a "A IfiR ,TTIL Y �' w� Ct} R5 ME auLE ON tw/6. 2w/eN aw/7 aA 4w/7 i ate 1 t AM KM PQL) U M= I EMT(. A t F, 3, 9, 1D : t �;y �.. SINU PAMPA M U WtEG'FRAIMM moat rA t.{ ° ALYAl EAcyAl TOP on eomm * ExD WTrw rnflr f#5A MATH TRACKS �a .t'IVM MOUNTED ATE', CN ENn« 1 s� OWON t _ - LWy a3 z, #1 PANELS W } -20x, �00, KM PANEVS, . BDI.TEO ao t SECTIONSti5 r r .� M_ DMT WI Q.tii `Ft iNkRW (SEE SECTIONS AS APPUCMU ) MO �f ...Q•p. - - - - - - - - - --- or AMX _ 3 �14II MN` , 2/4 1/44 3/4, 4/5, 5/5 h t3f5 tW/6. 2w/6, 3w/7 & 4w/7 _ _ .. _ ANCHORS (SEE SD9OULE ON :SHEETS it. 10 ttt)_....,_._....,v,_�_._..' REGULAR NORM PANEL, � ELEMI N WT.& AWL Ot3#!P f W4H7lE tAI3fJ MN�MIp/ SEPAMTtON 10-GLASS SCHEDULE MAjfj'/ CAP M w. WAD. SPEED 4 170 "M WIND SPEED > 170 In." �LCTEWTS A -A t-•A i j tm)TJiWFSTR EF tAE4tRAINE9 � RESTRMF$D form 30 OR LASS 1' T" G• a Ile G(t) I.+; VAVAr% PAID. FUR A DI'I7T PL13fIRVE A.2A DESIGN LOAD. A-s MA. XYirli1456�Own. Fiat A a" NEDAINE ASO, OE910N LOW, u•-I t/2' 7 t/2" ) ON A N POSITIVE AIAsa on WN LOAD, IMIDIMINkE MA%RMU PANE LEN GT `It' t w 1ULE. >33' Ri1 1` 1' 7 1j'2." 7 y2" AIAAOAIIAM PANEL }ANON o FPA SCHEDULE. �E SOMME Raft FOR MIN. PANEL U MOM FOR POROS" DIMLWIMNI • NessessecuAi)I"Im-f?lliAr (F#IE1Ti1 tfra%_ ii �, _> � ...: :u�.i t.. `+: , Q i M NSTW IATItMS OM WOOD ARE MAMM TO 95;Let, MAX. A,SA DOM PRESSURE RATING 10 A 11 POR Irp1TI, A s.O. '.s + Low a wx PANEL LENGTHS FOR aee 15 .. $PRIER ,LSRO: i : • tS FLORIDA BUILDING CODE Elan Mph Ya! NMrrleana ENr *'= 44t87 2 4RmR ttr W. 24 STAGE GALVANISES STEEL STORM PANEL RWFf $L ,, OF ��,. �. rNG, AL PRO' EMON PRODUCTS, U.C. S�.I`'q• fJft10�,:'4sS' -.e` .2,v ° 'MamaNT,eM�`ssss+ nnPA.' 1S wgr r nww =rant rAls 2D 7 aN.4mA.:rw+ mirA.s'. -_ NlN4N TNAiN7Mtle lMI.iFJA A fi,LBM{Jr•. PF. '•+ '+' sa3T N aF q 1 a W-?- it, MAXIMUM PANEL LENGTH + R fit, L 4 L-D MA%alUM AS.D. t RTAr9A3 .a�. 4 a - CONCRETE !k W004 1,&,AttATIOIA 4+ 2Nxa 2t-D` F D 2S, f JOO am+ TD'�-s" 3sa rN1=1o" rD'-AA" 940 F-1^ e'-4• Sala a" -:a" r-r' rnD r'-9` r••a• 7sg r 3` s'-r6' NM1.0 c_r FS.g 8kg•. IC•-,0•. tdOo 6:3' a=r1" Josh 6`-i' Y-F' ,i0.0 S=r t AiII s'-A- tJlxd 1YtAX{MEIN PANEL LENGTH MMI¢a110M ASD, PItl�iRE�M1VMr�NSfIiLATIRNS• E + YN - ( CONCRETE 8 WDIW t L4 Ar ZRII J+'-4' f3=0' AD 1^ �� �. MML a�R �bmt�' �isE' sYy a e-� Iuuc eYnwa wun et (C) TfiT 3)fIS{E�.W000 31LK+ eriM_ OR_aYITY. G s. n.59 kkN '•, 1.. STdiM PANEL 'SHOW ON THIS PRODUCT' E`IALUAnON DOCUMENT (P.E,D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE - 1/4't TAPCON ANCHORS, AS MANUFACTURED BY I.T,W. BUILOEX, INC. WARN THE DODO (7tA k3X11ON) OF THE FLORIDA IMUIWING Cam. SHOE STCMIM PANNE. SHKL NOT INSTALAiD AT HIGAI _ 4l4-10 PANCWATE iEl4AEE Al hND PAN£iAVY P4.U5'. dHCMGR6, ,AS YAAfArFAC'tAPRER BY Etsa7 CONs1RUCtM'3R:. T+x##1d1M015: IGANE ONES M 1- 1AEI.pCITY NURR 2 E L+AN lYAOE / BROWARD COUAIFiE5): - LAG SCREWS PEER: ND,S, RESIGN SFUM1 t#' A5 PER SECT)CN THE ABOVE NFJNi6NE0 CIWE. FOR N ,iY WND ... 7✓la"t 1€ Sj$• W000 $U9AfIND: AS 8t5iRl6kff#7} @'!' ALLPOINT SCREWY. 7L7 de ;.PECAALTY GO•. 7 W RESIN IM EL LL F I F A F 3PEE0 A5 REWIRED B5' 1TKE JURR�'TNiN WNER'E STORM PANEL WILL )3E' NSTAILEO, AND OR OIiECTONATTY ACTOR s R LIRE KO-0.85, USING ASCE 1-16 ANO SH41 NO EXCEED THE MAXNW (ASD,) DESION POESSUAE RAtINS INDICATED ON SHEETS C.1) MINIMUM 1HREADED PEA£Tt4,TION INTO WOOD OF TAPCON .ANCHORS SHALL BE 1 1/2` AND 2- FOR ELCO-PANEIMATE PLUS 3. 9 THRU 12 Q 17, T$: AND PANEWALE FEMALE M IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCE 1-111 SHALL BE FIRST REDUCED TO A.S.C. DESIGN PRESSURE RAARG BY MULTfPLYNG THEN BY 0.5 N ORDER TO COMPARE THESE W/ MAX. (AS;D) C.2) MINIMUM THREADED PENE3RATION OF lAG SCREW, INTO THE WOW FRAME WIT SHALL. BE 1 1/2% NO TH EADEO ' DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 A 17. 18, PDOMTKIN INTO SW= SHALL BE : AS PART OF THE ROWtRED THREADED PENETRATION, IN ORDER TO VEWY 'MAT -ANCHORS OWNS$ P.EML A$ 't$I WERE NOT OVER SIR#S$E0, A 3S% INCREASE RY AMOWARLl: STRESS POR Wild? LOARs WAS $A$ LiSER N iHE1R AINALYSi$, FASTENERS SFACNG TO WOOD. HAS BEEN OMMHNED IN C,3) IRNRAUM EDGE INSTANCE OF LAG SCREWS, WIO *MO SHALL RE A9 iNUICATI M N THIS ORMANQ ACCORDANCE WRK NOS, 2078, STORM PANEL'S AOEOUOGY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED IN ACCONDMICE V47H SECTION 1609A,2 OF C.4) MINIMUM W34E71RATIQN OF *ODD BUSHING SHALL BE 5/6'. 1/4' 11 h20 SCREWS USED SHALL BE 1 IIr LONG W#MUM THE ABOVE ME4"M CODE AS PER AMMCM TEST LAB OF SOUTH FLORIDA REPORTS #W41GI-Ot AND 0219.02-09; AS SHOULD STUCCO E%1$t, AND 1' MINIMUM FOR WALLS WITH NO STUDIO. PER SSTD ,2-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SW04 FLOW" REPORT 11123.01-10 AS PER C.S N CASE THAT PRECAST R PRECAST PANELS STUCCO OR TA5-2O1 AND TAS-203 PROTOCOLS, AtIY AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ LTKA-1 1604 OF THE ) STONE, 0 CONCRETE , WCWO $CARP$ 1# FOUND ON THE EdiT5RN0 ELORIDA BUILDING CDC.. WALL. ANCHORS SMALL TO 1HE MAN ST•TAJCTI/RE IiEHNO SUCH PANELS, NEDUIN N ANCNCTNCE SHALL !B AS MENi,ONEO 1 C 1� C2) h C.4) S MENTIONED C.2)T 2, ALL ALUMINUM EXIRMION$ TO BE $063-16 ALLDY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHAD BE IKWM3.L'P. PULLOW04 ALL OF'DtE.'4LE.0 MMEN01ION5 AND $PEMMATIONS OF 'W ANCHOR'S MANUFACTURM 3; ALL ALUMINUM SHEET METAL USED AT CLOSURE:,.. SHALL NAVE 3105-H14 ALCM, B. PANELS MAY ALSO BE INSTALLER HORIZONTALLY FOt2XPING iNSTALUATION DETAILS SHOWN fie SECTION , TNROUON B (SHEETS 4 4. ALL STEEL SHEET METAL. PANELS SHALL HAS STRUCTURAL QUAUT! SnM_ ASTM.A.-65J GRADE 80 MINIMUM. 0-00 O4.YMI2ED iNRoucm 5) OICEPr THAT towso a* SHALL NDT IRE USED, STEEL DE90NA114N W/FY- S2.2 Arm (AFTER. ROU"), S. fT SHALL Of TW KPONSIBILITY OF THE CONTACTOR TO VEWFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE 9FANU3S STEEL 304 OR 316 A51 SERKS 09 CORROSION RESISTANT COATED CARBON SIM AS PER ON ATTACHED TO INSURE PROPER AiCHD�CE, THIS SHUTTER SHALL ONLY 9E ATTACHED TO CONCRETE $LOCK OR WOOD MAW MaiSWIS W/ SO VELD STRENGTH AND 00 W1"StLE SARENCNI MO SHAM- CDAIPL4 W/ FLORIDA BUILDING CODE SECTMJN 2411.3,E c ID, EACH REGULAR STORM PANE, WTT3 LENGTHS OVER W, AS PER SECTIONS L 4 4,, 5, D AMP AL1VWATIVES 1% 3W R 4W ON SHEETS 4, S, a at 7 RE$PECTNELY, SNALM. HAVE A YEiHBCE M1NR READILY IRSTBLE fAAWA9ND IKaS1RUCTIW4 SWISS 0R TMNANT TQ $: TWITS TO BE ASfM A-SlO7' OALNlWA2ED 'at£EL.. OR AASt 904 SETTS STAINLESS" S7Ei4. 'A6YN 46 Hai MINIMUM 19ELI7 SARENGTN, SECURE PANELS WITH APPUIs1BLE REIN:bRCEL1ENT OORNO PEWD • ,iURRtCAN WARNN&. 7, ANCHORS TO WAN. SHALL BE AS FOlOWS 11. THE INSTALLATION CONTRACTOR 15 to SEAL/GAU,K ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONRNUOUS CONTACT WRN iA3 TD f34L4atlG POtTa+� CONCRFtT` THE BUILDNiG TO PREVW WIND/RAN INTRUSION - 1/4*0 TAPOW ANCHORS AS MANUFACTURED BY LT,W, BUILDS%, INC, (M m r3142 P. ,,) 12, STOW PANS. WAL LATMTN SHALL COMPLY 114114 SPECS- INDICATED IN THIS ORAAWING PLUS ANY BUILDING MO 2ONIN0 REODUUois -, 1/4' I x 7/8' CAJt-IN ANCHORS, AS MANWACTJRED B, DEVIALI We PROVIDED BY THE JUWSDACTICN: WHERE PERMIT IS APPUED TO, - iNl ` 13/4" SOLID -SET ANDNDIfi$I AS DkSTWBUTEO B"f Ata NUtNi SCREW, SJE7 SPECIALTY CO, {Alin, P,s.L). t3. (a) THIS PRODUCT EVALUAnON-OOCI NEM .{PaE.O,) W THIS 131GINEER is OENEWC Mo DOES NITS PROVIDE INITXNMATWN 0 PANTN, - �i4-t0 PAHELM47E FEIAALE ID 4 FANII,MA7E' PLUS ANEHCaR",a, AS MANUFACTURED FIY ELCO CONSTRUCTION PRODUCTS, FOR A SITE $PECHC PROJECT; Lw. WIN TW .MBA #E C00101 N5 DEVIATE FROM THE P Ep. - '1/4'0 ZAMG. 11NLIN ANCHORS,. AS MANUFACTURED BY DD t,T. INC, (b) CONTRACTOR TO BE RESPDFISMiIE FOR THE SELECTION, PURCHASE AND I SIALLATiON INCI.UONG LIFE SAFETY OF THIS PRODUCT A, 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL ME 1 31e; 2' MR ELCO PANELMATE AND BASED ON THIS PXD. PROVIDED HE/SHE DOES NOT OMAIE FROM THE CONDITIONS DETAILED ON INNS DOCUMENT, CONOTRUCTION SAFETY AT SITE 13 THE OWORACTOWS RESPOMSIBIUTT. 1 3/4• FOR 2AMAC NALN ANCHORS. A1) tiP41S-N IN SOW -SET ANCHORS SHALL BE EMBEDAEO `I/H' INTO WE .POURED CONCRETE_ NO EMBEOMENT INTO (c) THRS PRDDUCr EVALUATION DOES` WNT WU BE 601420ERFD INAUD IF MODIFIED, STUCCO SHALL BE PE NAM. 114' 01 20 SCREWS USED POLL BE 11/2' tow ?3NNIMUM SHOULD, STUCCQ EXIST, (d) SATE !SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORA RE2SMRM ENGINEER OR A%,;FNTECT WHICH WILL TIECOMIE:THE AND 1" MINIMUM FOR WALLS WITH NO STUCCO, AND MATBE NE40M 5tREM'r• OR ALL THREADED SCREWS W/O 14M, 04MEM OF RECORD (ED.R-1 t{RR THE PRWE&T AtftA WHO WILL 9E �E FOR THE BUT WITHWIHC NUT. ER USE OF THE SUENITET PS-0. NOINEEA, SHALL TOO THIS LATTERTTER'OW SITE SPEOM DRAWINGS FOR WNIEIV. - A.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAYERS, STU= OR WOOD BONS BE FOUND ON THE EXISTING WALL OR FLOOR. M040 S SHALL BE LONG VADUiHH TO REACH THE LIAR: STRUCTURE MOM SUCH PANELS. N) THIS P:E,O. SHALL $FAR THE WEANDORIGINAL SEM AM SN:NATURE OF THE PROFESSIONAL ANCHORAGE aIALL BE AS 140MONE'D N A1) AND IN A2). ENGINEER OF RECORD TIW PREPARED IT (B) TO f,),t{' C„ P, ETE. )S3ICP4 waa! Aeru C-9a• 14. SHUTTER "ILWA'CTU FOGS LABEL SHALL BE LOCATED ON A: READILY VL51$LE 10CA71ON AT STORM "- a/4- F rAPCQN ANCHQIIS AS MANUF'ACTIA" BY L T. W, UVILDEN. NO. PANEL. SHUTTER N ACCORDANCE IWRH SECTION 1709,9.2 Or FLORIDA BUILDING CODE- ONE LABEL. RV OPENIf,O• F 'ttlNO 7D COMPLY WVTN SECTION f70B.R;3. OF ME >�8UI� - i/4`. t x 1/a' CALK -IN ANCHORS. A§ MANUFACTURED By DEWALT, INC. � A - t/4'41 X 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW.: 800 4 SPW&1Y CO. - #14-10 PAWAMATE I'D,W.E IO AND PANILAAATE PLUS ANCHORS, AS MANUFACTURED $Y ELCO CONSTRUCTION PRO LfINNFI - 1/4• t 2AMAC NAxiN AWC ORS. AS MANUFACTUREP BY DRALT, INC 9,1) MINIMUM DAMOMENT OF UPCON ANCHORS, arO PANCLOTIM AND 2AMAC NAI N ANCHOR. INTO THE ANCHOR.. FLDRIDA: BUILDING CODE High Y.lDo Nutrtaane 1`Ona BLOCK UNIT SHALL BE 1 1/4-, g ;` SZ) CALK -IN N WL."ET ANCHORS SHALL BE EMBEDDED T/B' INTO THE CONCRETE BLOOM UNIT- NO too, %1744 57 °8 °Rom' 24 Mar GALVA"m STEEL STORM PANEL !; STUCCO 3tMN.L BE PERMMED, 1/4' w-2O'sCREWS USED SHALL BE 111r LONG MINIMUM SHOULD EXIST, 7{r C"R+•-= '-"`^"s ,rMYrF�AW�rr�rw.' AND A' MNWIUAN M'OR 1YALL5 WITH NO SPUCCO....�yr STATE GLOOKp � ' m p . .. Y': AiI MNC '$,3) N CASE 11LAT PRECAST STONE: IXt PRECAST CONUHE7E_PANOS, STUCCO OR WOOD BOARDS BE ' R 48445+t 3i )LRCM' • 1. P °!r°'-� iL 20-175 �©A(. (y\ w.�.�'w mI'-,IA�I Pitl EXISTING WALL. ANCHORS S7WL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SiFCN S+ MOW, 0MA3Nm-7 M OM3sNe4 NT ANCHORAGE SHALL BE AS MENTIONED N 8.1) AND N $2), /DIAL ' G LQPe D a. r I Y w °IMaN Mc MNANIRIEH, Pb }fAL/aIAWMe,AM1H u',.e,t PWP A TM}A ,M».lYY.. ::>• yHa, n eF 1D' f �V INUAL31 S' .1 AANEL R JL. R PPOURED (7J _ CV 20 '� CONCRETE i �OCOMCRETE BLOCK CONCRETE B.OM � - CONCIlm ANCHORS CONCRETE ANCWliS - Q SEE SGHFDWE ON - AF2,Y5 9 THBDUGH ro0) SEE SA9ffOLa.E ON�'-' ( ,�•q SHEETS 9 VAOU04 10) { } �-r y� D. . • W/2. "t/4` �,r 1/2• .,1/4. IXMICREFE 0U0Ck.. .- ,3 A(N•a-2d1 BYRE REOAIRED, (� -.BAIT •I v4*-a.0 CONCRETE ANCHORS ^ ..� 11HR0UGN� To, ~lit f r'� N I f t e l 1 I , 1 L_.., SEPARATION fQ cuss. EXISTING �- stIHED1AE CLASS 9FIETET 3). I o aL RR NMAL , 1BpM aAW r rN _..( ..__ _, _.......,...:.._... - 'I PA%.. FNOTN (SEE sOMEO » f oa Y sn,: rn p ON , Ea. I I / i { 1 , t SEE SCHEDULE it I rMll, SEPARLLIIGH 1" MYNY, CONCRETE ANCHORS_ f� (SEE SCiM'DULE ON' S. l 1 ON SHeEt 3 ) _..i . p r 1n aAss. 'I PANEL. L-OUL1 -._.__ _ PANEL 0 THE (SEE sCI£OULE .. ; (SEE 9CET 3) I-'._" 'T_" III °N 3) DI1 SHEET 3) I 1 GN f SHEETS A-Ti}ROUGH tEX t 1r A ` I of • 0[As b I ' 0E/s5 "r t x ;..' €o. I MAXI 1 ...- 1 47"',Z4.'A• z - t"Aa eoL ,, 1 SON I MAX. t y s i 1/2' ..____.LOLL-_- .�.. t ._.___._. i ,may= •.�...._..j ! r ;>�! ry - 5. W Art, Wa¢I HAD n 3tAcw �i/�4•-7pi1' "X HLI W/'1N1, CONCRETE BLOCK i.n " I REOUIREO: i' CONCRETE. ANCHOR (SEE SCHEDULE ON -3 J ;EO- i.. ♦ t9 T/X:' As. of:_.----.:--,J SETS 9 THROUGH ;01 ,,,,,-,ALTdtwATE f LEA LOCATION 1 MM.•-- '• '-{.;U SY/Qt MY WHEN SOW SEi & GSA.1S-IN AN :. ARE LIB£II & W/ WHEN "-'-CFI CommPPWRED CONCRETE ALTERNATERIM GoNaRETE CONCRETE ANCHORS v CONBLOCK � WOLF , ANCHORSC BLDCN TIECIIIIEO. (SEE SCHEDULE ON SAR SILrD� SHEETS 9 THROUGH 10) SCHEDULE ISLE; 9INFON (SEE SHEETS F 1NRQUGH 10) SOME 3/Ml• AdOUNT -SCROLL ]/B�t• _ �NAAWelMIIItNrA,N CENs'''r si FLORIDA BUILDING CODE (Nan 1 h W Hurricane Zan® Lo. r EDGE DISPANGE (SEE SCHEDULE ON : NOTE' EN nON OF SECfH1M5: TOO & BOTTOM MOUNTINGS CAN. BE , t - ' 0. 44167 _*' '* +*? `; _ STATED _ s�'.• F. C7 � IAJFSO, sc. 24 GAGE GALVANlZEG STEEL STORM PANEL 4e�nr aW/2T/2mI GLDBAt PRDT CTti51 PRODU LOG. 1L ECl�rN�. 9;Iai CMAM SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . R` i P . ,. OR4D . Nw BAR. 333 94 A"'a Aw, r '1:0•-175 : INSTALLATION. „ ♦......, syMJAH fQ •••••••� ,ems... rr. a aT lllora: Aso FAX 0114)01R=a•La7.. MCA-ae>�,9 Ar. w - INAIII Nr• ®M�,4x : Alm' ! tr R -,-.a N O c- (n N � O aw•A U (U O 0 Q O O_ C C6 -O CL O O .O O 0- 0 Cv Est \ V C O O � CU LL %+- O CU .� -0 E O U Q Z STALLAT . DETAILS FOR REGU PANELINSTA ION DETAILS FOR REGULAR PMEL (1 INTO POURED CONS RETIE OR CONC QCK S UCTURES � INTO WOOD ,,STRUCTURES _ INSTALLATION DETAILS FOR REGUL,AR PANEL_ M WOOD '-----E�. rT1 > j� .t,. _ `' 4...-»-• t SEPAR nON i (D ) To ALrEN. TE ',.' sOHSWOOD o ANCHORS 1xI " •„�."�'`� 1/ss»>rAAH' r._..,•--{sE �,.t. AI/a Tea4°tsHrW ' p'` l . // tREfE ANCMIOR.S. SEE SCHEDULE UN RFG :,- .,,, F. s. ,1.'.. SHEET 11) .-; .,..M' { (.BL '"�. s. f A'tr el } p=F ALTERNATE LEG 1 SHEEN B THROUGH LEST sTwG Prw EtF w a 1 BEAM (REa+REDr� cT J r R'R1RA�UGHO14h CONCRETE BLOCK C -T F p 9��1g��/Y f t 7E&14TE LEG ZF. . Bt.00K : ,. t UaIw1K HASH 7 'J Cn v (� OEM OBE CERTIFIED. BY W4oa s / E _f _ �`'.. .-•``� ENOMMER OR EXISTING POURED ; I�E'D. LOCA71Of SCIKEOIII.ERETE C WDDD HORS' ^ ``t t t "' LJ' O � `: " ';, / pl. •_, - i 0 `§ 1 �� t .- A�RCHRECT�T+Rk7R 70 B14IJfTER _ / V !'• 'a. rJ3NCRETE REOLAI�1 SHEETS B T1RTlAWl1 1 REQufRED ' F �. % (SEE SCHEDULE 4N- + -1 a I i - - - ':.. ON SIMEEE 1 NSTA.IAIKR4, 7 ✓ ,'` WOW 3 y_ t-Y xsr. g: �f I {; 1/4 $REEF dt) cr tT �.. ..,, I I �. SPACER .FOR = A WYL?OD ANCHORS ALTERNATE � .1'( 1441• W�aw':tFW �� f "•t ' 441 HIDC wNN§A f J,aX. .. m t g _ 1 N 3 . EE SCHEDULE aN (SEE SCHEDIAIE ON :. LAST t t A' r -#a } jN• s6 a "AT ✓' �A. r,,. 7 r *, E :.,, 4 ;. -a1"• ,i�;6Ex tcAr r' iM LAID" 1 4- 4 a/ /_ .,. f ;SPr It . )I Or 1.• l : SHEET Tt) - SHEET II) -LAST _ ..,. -�I/ .>^-T1x1• aJL wa WgA,NtiT„. /_ : h ' a A tr,. 1 I t q , r . T/2 • m r/2^ at. i iw111': CONCRETE ANCHORS s .,r n.. •,7',. GM;7 .;:4 ;a ,.�.:._.e.._A...,..,., : 4 c ) ;, I ...-_,Ile ,', M Se"mulE. ON /2' ' t .:..." ..: "s ,_,2• S, y mat) HEROES i! ) 1 I EO t �^ , A t / (SEE r /Y ;L. 1 - A �; % • ,y L REQUIRED 11y HARM A. I 1 ____ 1 ' 1 vAX. WaOaHEAaF,R.�_,_. t" Y `• I, �.,. .� 1{ y SHEETS B THR061GN 10)EXISTVri - MBA.,. : A t y 1 8 I Y - I j! ; i _-. ; f'. r - - i iiE �i -REQUIRED ,'1 ss... t /•1''-loe+" i Mmr. {-� I •'. t. : ^....- - I _ '✓ f EQ , �- r }' r i �-..t_ \:J �` i / sr' , } `sI 1 w s a %4 1' SHEEaLIE: LJ ": 1. _ .. I t ! i P Y , �--'C� 1 I (SEE SDNEwIt£ QN ,�: j , ,°•Hirt. �" f t T' PANEL UNGfMi I I '' ) # ?` M6UL TANG ALUMINUM $PACERS O 12 i t I 11L00 Is f2i A ON SHEET - `( 3 I 3 S , D.O: EELS TABLE /? ON SHE,kT TT.) 1 1 91EST T1) ; M I V p 1�.N'}I-maY a %may/ I 1 1iRl• { FOR SPACE# .:.ARK.. 1 t. 3,.: ) A : § 1 r :NmTE "` BEiA1W FOA MNRATNNS FOR 1 ,AM, 11 � ) ('�� SEPAfNnON, 1 ., i 1 'L... MAX. 1 :� MAX. 4 �. A 1 T/2 LDrW SLEEt+ES, !SEPARATION 1 i'�.3.A - (, 1 S._.� _ Maw.a,A"' i , iQ AA.ASS. ON STEEDS 1 SCAAEM70 ILE It T+MILL L NGTH 4 FIAN4 LENGtH a i ` i { j CLA55.(5EE I t t ?. - ON TO MRASS: t 1M3-aa,• ism %CHmULE ,.,t.Icr4.. - B 3 ,D i ( i'"• E SC,fEOLX,i , I (SEE SCHEDULE t 1 1 AnatN.0A,1 7-t? I _ sa aa,a l T rXi SENSED -S) i _„K1.S ea W 1 at SHEET 3) , :ON SlIEEf 3 f. —_` ON SHEET 3) i t f - 1 - ON SHEET 3) ,.i ._1RtI• I 1 / -: rEPARATYDM7 TO gASS, 1 1+AfMr7• AiATE FID,UIE IO QR PA,O1 MATE IOLiB w :E -t-- _� �.- 1 MIx• --� i SCOiEDULE ON 1 #.- -: Nis, _ T . ALA a SPACER' 1 t t a ) -_.___ -. _,_ i ` €: PULE _ SCHEDULE ON SHEET 1t1/44.At l A4Y1O p 1 ! PANEL LENGTH SIBET 3 I4'W wMYxneL 1' Max• L__.._ . SON: sna.. . „ _ l s2a4' M.- ; ^-...._._ - „ ( ) .�� __._;._i f _MT sCAWAiAE ON SASSED 3)'_.. i F,-� _ c UPON aABE 7'•R,! S .:: _ _.._ _L__- gg ad7s W I 1 { r 4 1 : f 13 __� -"'rr- oA34 7'-d`! Il1 -4 ._ I PANEL u0im" AOam iMA Y•C3 PANFJ. LF3NGflH r ,T [ a I r Min. rIr I --,� R, t, ...._ J I -.�._ 1' M1l1�. E4..............y..- a "TAn ON SKEET S) fX)$TI t .. L� (sib• SCHEDULE 1 .y „�,.,..,_. 1 F 2•M4' WOOD .-.-� �-'-- -----`T :PANEL LENGTH • T. A#MYM tuaW 3'-AT ON SHEET 3) E SEPNtAnaN 1 , rNC�y 1 CA. y1GST. y) O 1. 1. y Ti l t �uawm aAiA r^Yf 1 m_.....GLASSt TD CLASS. ` I t PP:ArE REQUIWEU' I ISM SCHEDULE � __.._. ,...�.,�. .r... tD QLASSS ' } =111 1 1 GLASS1 s• t -.�_ 06t AaI ANAL._.....-. • t V 1 - ,.._,L._„ � ON $NhET J)ON iWY) .4� " asE 4Vn AIAa. IEEE SCFfFdTUtE�-•-�x� 1 , i 1 # t M QN SHEET' 3) 1j j 1--'^E Cn i Lu t• QP 1• I �.—. T3Ix� �� �--•--- (� I MAX - 7 : MM1x. Y 1 t 1 t - = ? ' I - IPJ i SCALE 3/awl' r 1 s I # OF 'L' { r - 1 SEE TABLE } 1)N 'SHEET 71 iDR MAX, PANEL LENGTHS & 1 �t 8 tz 1 OH:. - ..L_�..„._.) E•b. # Y• \:l �t -,-L -� EO, 1 - . - FACER,_ 1 SOM L._._ , 0 t2 t/2" O C 1 i MA% ( /2` s ' I r. IENGDN T ►ux. j OF i.' r_p ^a - 1 MAX. AS. LORDS FOR THIS NNS'TAU ATWN. O .DESIGN e. ! - ✓ '..t/Y 1. 1 1 1MX ? A s 0121/2'CD O.C. E _......3., _....^..J -) € b,-.,. 4Y-ALOE' L. ^--__ t •.. :r,°-; *.: t2 i 2" ."Rc?A+NArMa19 .,,-...._ s 4:*:• / DEG, :,.._: < / -- M a 11T4's0. 8 • 1 a L.., `.., I I " p „ #{ NOt" j 1 CO' i°' I �. 139 sca 3CENNCRETE ANON�$� t CONCRETE ANCHORS A' f 1' E)O511NG PO (SEE SCHEDULE lOF� (SM SOHDDOLE Qt •.�-.---...-. .w--- ,._....:1 ",•., ' ` i .. , „ - ^ �`g ., { '�. i a..M.,, 1 _. Ai tk ak N07E:: f I - lip q # WN3. OR Sd:NB SHEII5$ THRpU6N SO) SHEETS a lNR6U6H fU� I �2..iilB• LQNG MAX. ALitMwMW4 � - )STAGGERED W/ MD RDDDIRED r. CONDITION) r SINGERS e a 1 a" as VA1D FOR I i F (SEE SCNEOULE ON sR m1 IA Lwr 1Ie +Err Later Ke t - / 4 s P 1:ONC TE .. l AIL pESIiN LPADS A1� PANEL ' [ f 1 ' _ F- `11B• WOW Ii CONCRETE EriS'TMC.POURF� CONCRETE,.I 'tEliGTfi$.PER SNEE'T 3: �,.. t '^Mm." Y. %i 1 4 tE IL SMELT T7) iCK REONRED 2 ws WOOD WADE tl �. { 3} :;. : ANCHORS L OR. CONCRETE Bt.00K t...(� - { I{1116wUAwn a tNWIFD 70 A n,Ns SWXW eYMmK+B Hall is`-9' rg,.,- ----- REQUIRED, KIOtW/RETE :ANCHORS._.. ): REOUIREn: 1`. MAX, LONG ALL»MINL1Mt SP,MS3i5 •' 2`114' WOOD _,_, I 1 i 3. ( V ,*-. i t } a i MAIL sIAR IgOF AIDONT 6 A RIaRILrRPN PgiM AIIY[ W WD A/IGIIDRB u.............._,., _ +_ 1 t :,; -SCHEDULE ON (SEE SCNEWLE OM REOLREO' PLAE REOWREO , , ,.* wOOO ANCNBRS {SEE SCHEDULEDN .... 12. 1/2' GC, (SEE TABLE Al ON 3{t _ �_atXUYAIR MI5NR aAwMYNNTFL RN FMR'T aSHEETS 9 'THROUGH 7.1 -co k j ,tWI STUD 1°:f'dL. tiRPAM+TAODH tO 9 ,J�..,Y ` �'VY�E REQUIRED LpL,y�aAMll.�INMwsE MYAIWe m ar SHEET Tt)-'`_,----•_-'.�: ,-.,_.__-..�.. s'.`T it) SHEETS 8 e 10,) " s i.SfATEDULE ON d,�R 1 4!a,Vf. aiB1T i} aOTEfIL FWdr ,2 1/2'-a.0. SING NO ..__ ?• 1�,.- §, 1 1 ) 2'-HAT'__._ �!.�'j� (RE(� A3�AI�Lmown S l � AWMAN m � •�+•`+^-a'BT. t 1 ?."' f 11) w 16 + ° ' - (.� w4L VA m8i PAIL ir3IDM B tNfim w a• Ar,U1Y BPRNw scME 3/B+," SCARE s%8 1• SCALE 3/0�1" (2) V.1" 1 STORM pm LOWIN 4 I ASmw it). FROM fNElaf M1$L iDKRB ALLQMBD aX W L7f6q PRANt WxL SCALE 3 LYL N) T ,/2' caM a DamaQiu, itA mWALM. A4 N D@ OR AND M aET C IRTMAA11Wl ar 1 1%g UNHO WAGON RA RS ONLY vA>e?YX1 4) AiFT s AR XFEL RY AMAM SCALE 3/Brt" m � ypN11iNNMM>.. SME 3/8-1- (A) A181RUA7XYA W4" 00 FOR WIND t &ADM CRC NMD 1NE #M EOhaN) OF T1B adOIICA LNNNA &CALF 3Ifl4r1" •'q 1,..2 4 3 FNOc ARAM E �{7• a. T J/ A, iT t�4 A.tT/ ytCEp W G(/ Wl ` (DIES. FLORIDA, $ IlNNG CODE Non HI h 1/a od Mar icons Ygna u0EAt ORfDA ILDI G No Ni { ur a G• 44t67 FLE3RfOA BUILDING CODE Nan HI h Na1 14urFlaana Earls PL BU N n h Vain H Ttt Ara Sane 1, INSTALLATION ARE ONLY V JD; FOR MAX. A.S.O.. s W'„ - r.... NM .. �., , N a : rt A .ri. �A.S.D.P2aT>OrXa... r .. nr LN51'ALLA ... RE: ONLY VOLT.. FOR MAX,. Ai 3 r - iRTrXYL<. _ e .. a t TiO.. {,. ,owmA tAI1t, COAL TIOH _ L E Q 4t FOR C M A -. F ,aK . 0.4 67 s N31� No 4 .. r cAN BE .. L1�4 D 4t T TOP 'A BOTTOM 44CA41NT NGS ION : RE RAnNG- ! -:AND' PATiEL L.ENP,T115 ., 2+t':. Y -' 5(•EEL STORM .. 24 CAGE'GALVANIk'ED STELE. S'ftNNd PANEL - 1... 8 . 24 tTAGE GAIVANIZE1 sTEEL STORM PANEL DES t7RESSU GAGE GAL ANiZE#S ORM PdINEL ••• 1 rAA1N,sA DESIGN PRESSURE RATING s:TAa PANEL LENGTHS s �Nn m BGl7QF aANN Rr x.*. ,.* »•..,-.."--^---,,, -_ _: (F..} ..'it g CtiMARNEO IN'AWY wA>` TO suR ANY As PER 5CHE0ULE5 Dif : ..' MA r - 'A' .. .. ,ter a * . $t LT �..Yr. . - ' -Q f `'k, Z 9 m INSTALLATION. 2 R OBE FRAME t)GTif)N. W0t33S s:..c E ,. a7/S7/;nao Mem POIt�COMgi_ TbN � �grTi,�` z ..... mA'i7lMItI TOP & DGiTfQM MDUNTINNGS CAN BE � AS. PER SCHEDIJLtS. ON SHED 3 (EtiCEPT FOR .O /q,r/p,� .. FOR NEW CONSTRUCTION: .. D I� E.O. - EDGE DISTANCE s o : 5TATE0 :iOG@Al PRaTEGIidN I SSA LLC. pqE COMBINED IN ANY WAY TO St3R ANr ALTERNATE 2Wt - �= STATE 3HAL PROTEi�`Tlfi tl PRWIUCiS t e I MOM PROiEGTjQN PRODUCTS, LOG. ,1A • f INC. '} ssi INC. A NE; METAEt£RS T4 BE SOUTHERN 'PINE NO 2, W/ SPECffIC is11 MG rNc NIo9 s,WL at tpEEt (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE � 0� ,FCppfDP,,• Also s.X. a� INSTALLATION. �'�� FIQRiD ; _r TYLT 4m@ s,w. 61 ATILir DENSITY OF 0:5!s OR EQUAL �OhiAL E A .••+? a IA,aE;1E mw Z SHEETS B & 10) COMBINED IN ANY WAY TO SUIT ANY =.,...... • Aa AR 4,, a am: ax®s n xYr °� !i• 2D^ 17S 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD xr a1v, a r : aarnaa A mr ° R- asstA 20-T 7$ NNFttnHANN4r► w. r aAA xYae4 iTaeIIA ,c a1r 2D-175 INSTALLATION. 9 '{Gt1 ' RAw, tFNW m-,pa,, r. zp� m-4,M TauAC Lt6A)me- :FAIL: dais a?F7 - ,�` •+..... aMq . r t+oM a,-wr PIprWA H>aNA�•7sAa. rAe CR6.1Mea-1FLaM. _ . t+m aeq m.,a» waY�. t9a4M�-»+a: M. LI�)EIR-trm Aatki 'pAr A1MMwz Na MEMBERSTO E SOUTHERN PINE No 2.. W1 SPECIFIC �tf S� rA•aaMTtA ++w4 am: ° 1tI+� tA*'pRR6'a1w '"a. 4NNtfl9+ - : DENSITY ik OR EOUAU:. tNFIRpI - VC. aa1L/ Mi+1UWE/DA1js ,. RIMINa N. Q - IW.TDI A A`. P,i : tAm31' 6 W 45. 4 GILT 8 DI ,a NWLT[R A 7IAR.,J ,ML A•MIi 'i or" _J a SHEET N0. SH 1.3 END CLOSURES DETAILS FOR fNSj 4 NC IN _PWREQ CONG ETE. QQNCREJE, BLOCK OR WOIES. VALiQ EQR REGULAR, UEE SAEM A E-Z HAND 3192 it PANEL_( SYSTEMS 3 i , OR 1xfMOILtF. VAR R"B 1 j~W HLFIRAWal 101-pp Iiml.'i1 60.346{3101 ® & 0 .02 M�C W 1 3, & TARTON IS Te .-._2.1/7' ... 'POOReO: WNDIETE -. R7e 1s 31$ >naLak 0. n � t)R' tAai •. YN000 25N' FWANE Inwe i }Im1ARE0 rAMF nwa T r OAP 1 -- j 4• Our AUN2 Q M9n API39NANC3ADI '-{ tanuiE<f:� tnrAtlD1N r.2• • 1 .Wb- • 2 1 1 ,a66• Ir WA <. <1:6` Al1aA: ANC!'• 9D L. 1 ' 31.qB�N76A 8y£E1.. 7 Pb{IWDODiP. • q .^^ .: 1:.-tl TIkTAL. AiU4. BE71T PIAY£ w. 1TtOpT on 2`N' MAOOti' KP.1k1E . v:+'. 9 2•' x 4 . N .1 .. r.. t. 1 �,.I. 7 0a-H14 1 1-REaraRla CONt. AllaA: ANIXE 4 a it aG- "`SraS-N OR ebb3�*16 Mear P/JrGifGZti Ik.L AN,hK A'µu N SE D LANI S A PLAN) CASE B (PLAN) CASE C (PLA) jP _ SCALE 1J4'•=1' SCALE I/tat' SCALE 1/44.1" SCALE 1/4•+=1' ,6Lco, PAN . ftAI14E': r � 4 POIAIE6' p49tg�0 t q. -+ •. .-. ! ORODl1LAE7E � LOP,. e0T � OR ! M.M. 1;511 POIMEII' •� 2514• I ( SIDES, Or OPlaw 1 SCTMDUKE ON SlRE15 9, 1 raao 1 LING IXMIxtETE� YAflYES TILL y FRAYE IRS APP{XABLE 'ID fi ( PANFN. RETIRED # ) "< 4Qo0 tTAi1C - r IA2w a 2- * *i IIy � I OUPOW Berm � Op. FL$NG M�D1H) � CORCRM CONCRETE aBSumED 2W WIM) FRAME A� 1SWNKA ` "'� '. !1 I VANES ";fliaaMT N% PROW it ' TIM T tll FORA7AE1 TO s Mm / sALL (W a off Be pmw r M CASE G (;PLAIT NS WaINNA: T Saw i `��CtEM�'•;•',,*,9 YALO FOR DIRECT MOUNT 14TALLATON ONLY At Nr CERITIED PANEL INSTAIATNMN AT WALLS W/ •; i SOWAGE LENEI. YAOA7pNS WIT" 31+` S N0, 44167 FLORIDA B111LDING CODE Non iN h Velocii HurYieana Tons ' AN) F.P. E• 1/4'-1' l CAS PLAN } 4� mama T4TEoa Ora l $ALOE GALVANIZED �rtE£I STORM PANEL S(:A(.E 14�+•1" E%,e'•, fiEa' OW .:' ....�- - - bk4IA1 aN Ri CALC -'1 4°..1" ; SCALE / j ... •.,• a,..r1.a..O. .- �. DamnDaa GLOBAL PROTECTION PROQUCTBN 6LC wg AA9TN41F TNt{M R HOD S.N. 51 I n62r s , s is Ob,e o� n. 33114 20-175 NAw. = aaa 1O1-uea. ti , f>Da m1.,eP: noot (a4gX!?a4A FM Ge4)494 aT DRIANI4 Nu P.E +.7E. Ng„ p,C - 1 • tower a. or ta' (VAUD ONLY FOR PANEL(I))NSTAL.LATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX A.SX, DESION PRESSURE (PA MAX"* ANCHORS SPAf2t10 FOR ED. r As SHOOK ON SHEETS a'& 7 APPLICABLE To & AK'F.. OF TAM MAJOILIM PANEL tFtIC/1N f ) TAPCON HAG 9fY�Ml PAONIl)A/,fE FEMALE 0 PAHELMAtE PLUS 1TD 1 Ir 13" it is, IS- Lem 93' . Ir 13' Ts" 6 1/2. 6 1/2' 6 1/r 6 Im a //2` a 1/4' 12 112" a 1/r^OR 5-O" r Ir 8' 8' oT{i.") f^^, LESS 13' 13` _ t3' Ir Ir LESS IS' i3`. 13' I3* 13, MrIm 13 13• 13 •13• a Im 13 is, - 13' .. 6' iW t6017aMi. 61/2- a 1/2. 4 1/2• - a 1/r A 1/2" 00a) 4 1/4- 12 1/2' 61/0 DIM. ,W-0' 4 Im4* 5 ixB IJ2" 1O 14TO 4 llr 4 1/2' 7" 7' - 3W (801TO1i} 10Ile 91/2` ,2` tr 4' W 13*- 13`. 13' I'J' MAX A.S.D, DESIGN PRESUIRE RAT"TAPtYNN MGM ANCHORS SWINO FOR ED..s AS %MW ON SNEI';TS' 8-A 7 - TOPANEL ZOWFed K40" -. Lem (ft.) LAG SCREW PNeL A'TE 10 AANEL.MQE PWS WOOD BU%"FEMALE 13? Ir Ir la' TS` MA Ir Ir tr Ir a" 1W (BDIiON).. 6 YJ2* 6 tj2* a t f2F. a I/2" 6 t/2' b'-D` - -' 61/4- 12 Im -61/4' 0017.9 7' 7 1r2 a. 4. _ ( LE s 7 1j2` a'- IY a' - 3W 01011OM) 13• Ir 13• .t} 476,.-7b -13• 13 13'.. - it TV 1W 13` Tr Ir Fs* 6 1/4* fW OI0T1aI1) +s IJ2• a IJ2` _- a 'IJ2* 1/4" 12 1/2' IIIJ+' j80T1.•) >4`-1)° - TO 4 1j2', -3" 7 t12" 7 I/2'. - (T4P'j 5' a... (ptitTOy) f3` 1t° 13" ts•.... fir 13'= l3• 13' IV • SEE TAME I)T FOR MAIL AS.O. OEM LOADS & MAN. PALL MOM WHEN SPACER..0 IS • SEE TABLE j7 FOR W)(. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WEN SPACER: IS USED, COW& PONDING MLY TO ALTERNATE 2W ON SHEEP B 1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4'P TAPS ANCHOR • .Ts A e A.S.D. Clow I= WA)PANEi. 40 PSF OR LESS --6.-r > 40 PSf TO 50 PSF 61-2" > 50 PSF TO BO PSF W-TO" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR RISTALIATONS W/ PANEL MATE 10 OR PANEL MATE PLUS ANCHORS ac W/ SPQR+YiiAA{,1, 1/2" O,C. 1 1 v i y74Y-2a.k ,. PAiq LO CTN (SEE VIM 1 . ON 94M 1IXON2) ` 1 Y ' U2 1 o-•1' tx Vr OO i 3� a REGULAR PA SEE SHEM 14 -AT to FOR MOM TIME a WACM FOR INSFAUA1IO *M SNOOD FWNE SL%D & WAK.Y AILINCR SAACIN06 /AID AALWNM FDDE a18FAY10E ARE OIOIG4Ea DN 1116 SOrIDIa,E. NOR E.D. LE55 THa INDICATED ON 11OMME REDUCE AW44DR WATIND ar MOATIM."M SPAM S"I" ON Sy`MME 9Y THE TOLUXT016 ria,mw NOR 1193 OPep/tift 14 19 PmixAp SPNDII. ONTAIIOT USING O&M SHMAL Ufa BE - LeSS 7HN/'lA1NINad SPYi:1NO IN 01VD FOR C04 AMOM HYPE ON TTw SCHEDULE. - ANOM T![ 1JC 1/ra UPON ONMA MOM WOW 003 3 3 s0111400000 aP,a"h d<) 3 -3` -. 3 3 f/2 `. women INa4 Oan.4r fto w NMaaL311ac91wM+a+xm III II! t M - 3 i IIat - a' sr 1" uau11-ffr s SCAT£ 7/e+.4` MAXIMUM FOR A&D DESIGN PRESSURE BMNG (1 juf.) AND COR=ONDIHMAXIMUM AMOR SPACING SCHEDULE REGULAR STORM Pi NCL�n INSrA=GNS INTO CON ETE CflNCRI:TTE _ DtOCK STRilC7t)RES (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 0, ON SHEETS 4 & 5)DEM ilntuluNrAy (,cel a rimer � ♦` CEN ."'.w A Wi PANES... LENGTHS ARE 0 VALID FOR INSTALLATIONS W S0110- SET ANC & W/ SPACER AT 12 t/r O.C. FnLJO BUILDINGCODE MI1n h yel6Cl. Harricone Zon6 IS ' 44f$7 1It sx 24 MOE O&VAWRO STEEL STORM PANELpeo" 06 2t#- i iArnASe Ecc.___:>- ��.,IHI`.i'PEi.9Me. '. BAL PROTECTIONPRODIIG'irs. Li,C. nra'�HOD Slt St eflai.T �R4L1•2,N,�2aa-rlNP.cnmr aa�E,Nt..373u 20-t7S tE E---- AA.» I am n oO iV,-UAL AMC 05400$L-?M& FAN: INI4005 M CArDa06F1O. ,ar aalw...-. rar. A4A.,n. ePr 11aNNND N,, IMMHI A x. A A i aftti # a fa IAAx. AB.D. ItA1REO t##uMust AtNClldB SPACING FOR tAa4 Ea. PER SCHEDULE li: �, CrAIIIMOION MNDMutr Pint MAX A.S.CF: P MAX" ATAYOR8 SPACING FOR MR f-D. PER SOFROULF BFLOiM - .. uI TWOMUN PLit�N fn.) TMOON- ap.ID-SEE : 7AM1C•-NANYi CALK-iN TAPCON Sggl-Sif � �... P PLUS tJJ�MC-NNl1N- CVJf-IN k �, m m � m m �.. � � _... -m io m, � : LEi4 t3' I3 t3 }J 93 }3 '. 13 43. I3 13 6•-B` a# iO. 1 3` .. t3 13, f3` A 13' 13' 13 t3" 1 3 13 1 /2 ... b'-C OR 1 T3" ,." 1 13 * k3 �,.., .. . : �, i3 ,3"' :.. isA " i3. t 3` ',.. 3"- t3, 13' • f3._.:, 13 13' jr fBm7+aW).; iS" ts' 13- 13` IF Ir l3' 13' t3' '. 1s' 43`'- 13 :13* 17,F) 13' tY t3' - i3" i3'- 13* 1�" 13" 13" i3- '3` 1tf2 t 3` }g tip 13' i3.:.. 13' 1 ' 3 13' 1 r t3:..' f3" } • 3 2 t811ir0M) 13" 13' 1 3' 43' 13' T3' - } S i ' 3 - f3` tY 73' !1 i22 / ( i3` T;' t3' 13' 13" 13` tY 13"- tY t3' 13' 13° TRIP) t3' 13' 13`- IS" Is 137 13^ I3` , Y 1r f r it t /2 3 ctaP. ) 2 / / b 1 #' d 1 P / 3 aDTiOFI 3 t 2 1 !2 f f 2 ai / 4 6} 1 ! 11 Z 2 / 21 f2 - of ! 4 674'3 / t O6TIOY) a 9" a^ 6 6 s' a LIT +� tT) B a1 ! r a a 4 12 $ 7 r ! a a S" d a"- " �• - Nt+ - $" .. r _ a• � B,. _ {�1TalA) a* B. e` - # f$atYWai 19 `' 13' t3 t3` t3 •. 73 13 ` t s" : t3 13 13 1 3` (TOP) 13' 1 3' 13` t3' 13"'. 93' t3" Jr k3' 13' 13" III / 13` i3' k3' 1J' 13` iJ' 13• 1,i-- t3" 13' (BOTIO10 t3` t3" T3" tr Ir f3' 13' is' 1S" i3' t3' 13" it i/ M iF13't3'13"s3`13'1Y13'13`f3`1S13'B('7�)13`I3'ts` i3'13•t3'13'43`13'13' 13' t1t/2+rS.-46diJ4"4tfsBtf#`B14'dt4`dt/rB_5iJ4`:'47#'$iYTfi'_df!'T`6rf4. 1 3.` S' 13' IO } /2 f3'... 7" f3• T 7 t/2 d sj2 t3' 4 IJr 1,TTOP) t3".: a° i3* 43' 73` a t/r t3` a 1/2' s #Jr..6 tft 13" =91 1 � To 73' R• 13'. 43" tr` 9 4/2 'tY 9 YJ2 to 1/2 7 tJ2 I ` : r 1 (6411'fON) ,3" :71/r id^ i3" 13' 10' 13` 10` if, NS' 13' -8 1/9" 1 (MTTTa14) I3: a• t3` 1D If #3". M' Ir, Y" 7 1/2 S }l2 1,1" 41J2` ) 13" a` i3* 13' 13' a tJ {y' 9 tJ2` E 1J.4"' 4 1%Y °13" b-Imp til' : 13 7' `.. f3. 13 73" 9 'i 2 / t ' 3 9 1... .- /2 O 1 i /2 7 'Y.. J2 i3" 81 ` /2 2: tBDTTOM). 13" 79Jf" 13` -.1Y 13" i0^ '13^ 7D". - tI' tI' 1r" _ 6 !Jr 21($OFR,3b) - 13" 7' #3" T3` 13• TN tf2 - 1'+1` 6 i 10 1/2 7 TJ2 13' 4 iJ2` fTOP% t3' 7 4/Y 13` 13' 1Y fa' 13' 10' TI' 8" t3' a 1/2. 3 (YOP) - - t2 T/2 12 1/ a if4` 6-I/4" 1R 1f2` 61jr - - 6 tJ<' d 1J4 :-(eaTtoMS - 2 1/2 -1/T b tJs' a if<` 2 1 k2 iJ4: - - a 1/4 8 7{4. 3 ($t11TOM) 3' r � T 4",. e" #" . 4 1/2' 3 t film ]' a• - e*' ,* a' - B' - a �Jz" - 7 s 13 7" kS 13 T3` - 9 1/2 '43" 9 1/x' tl 9 2 7 1/r. 13 6" iThp) t3 J 43 - 43 3 O 13• iO" T3" ! 13 7 r 3 13 13 9 /r 13 j 1O 1/9 7 1 .2' /- Ir 4 /2 d D)DT1OM) Ir 9 I3' Ir T3• t3' b' -13• 10 1/2 f3'_ T i3' r 7 1/2' a t/2' 43' A,/r a: (1OA} 4Y:.. d' i3• : 13' 13" 8 1Jr.. a iJ2" 4 iJ2' d 1/1' 13^.. 5 IJ2' a (rOp: 4' 9 t/4' Bi80TT,•') - - 6 Ile, 8 1J+" a 1/4' a IJ4' SEE a1NET 11 fTaN ATx2UAS TYPE k aPealw FYNT ar6rA11A71af6 NrtO 1WfOQ FRNNi aMIDNNas.. r taawlM AMCINOx SM�IDS ANb 1NNalflM 690E :a&nNa2. ARE INDICATED ON nas SglmutE I'oR F.Ii. LESS ,1A,1 ATMEAtEb 11N SCHEDULE IIEDIIGE ANIFIOR'fiPAGAt aY MIAtiPLYIID SPACYb 41N96N pi iLta.9aLE.HY T12 IiL10PS. FOR t#I4 OPiNr110N 10 � r>>. aEOUCFU dPA"NO `ORrMNED » FACTOR 9iYt: Nor OE iEtx 71AIi 1N6MAIM SPACNIF 9A1154TEa FOR F/CN AIS#giE TYPE OPO MPS r#Pa9tAE �� 1/4i 4 i 4'L iJr"4 I/Ps t a »� . awNa-ww+N t1tirNOWYI MA7trOR StMCfk ) a 3 ? 4 : ,Ar $ L/2 1NaM11M W W (� 3 2.1/2' s .3 ] 1J1' 1 t1eIANCt RAj aNII s 3gAi' ,t: 1Jr a,JY a,tE� 4 ACRpL BOQE OIaAYI[8 T y: U.4D :A]s kAN- I43 4� SPAdNOS ONLY VNm Wi1EN SPACER. LS Ll�p. SEE �1 FOR MAX: AS.D. AI�NFN I.ON>,S & MAX PANEL - MAN SPACER USED. ,. ASA« DES( LOAD 40. � t.65 6'-8' > 40 PSF TO ;sD Pam' $"-2" a S0 PSF TO BQ PSF 5"-10" OLT) Mat) LIFE SAFETY MRPA+¢EL a)EL£WION (t)- STOW I,, Z.d47' .... F � STORN: PANEL �- ONDaM .Y OAtltE YNJ.EIj �pApa V 7a;'�rol LIFE. PANES. 'Q : : $ ». FLORIDA BUILDING CODE (}ion Hi h Valoo - Nu one Zone).. ¢� �.' /QRiOfi :' �4 r �� Ss/akA wosoTNtcca HID 24 SAGE GALVANIZED STEEL STORM PANEL DUN or, IL EOOIfiQ GLOBAL PROTECTION PROAUCiS4 LLC. °7 a ,yp sC.uE t/a mot" ma ,11OAI omf m-mt 4= 9a. ai i111RET It. 373,4 tKola los4)aw aaos FM (�4)am-arar 20-175 PL >f.4.f3�MT3aFFJa1C a71 OM"O IAz 1� S PL r 1X� 12 or is INSTALLATION QUAILS I TN Q FOR UFL SAFETY PANEL MOD STRUCTURES n 11FAOER 1- rf TIPCON . 1 #� TIN+IO11 t #titIS00 PNpN l-#}9`O.c TAPCON arV O.C: %2 I � �, 11 t i t ? J�ti. 1JY''.� it�,.tom. 1 1!£`� 'r!i• a i A kMAX 4f$'i� i1/c drill t / �. f ? t Alin. 1 �: / t. Wn 14 I � - � ; ;' F2p1` ,• f i j i `- M&1' ! I 1 1j a 1 a e �I a i GLASS g... a aauN�E%t$1aiC:per ' nn , 9 i GLASS N a tygl� 7 �� IDI6a1 I.7� Ia #..�.-'_.„�__ `i u J I A I ,DnAN ant 1 LWt. ",.•T V Max. t S' 1 (SEE ELEVA p ON 5HEiT 12) 1._._' ----1 3. 1Mx. tea"•'"•.^. T (E p AND_ LAWN ( EI&ATON qrl SHEE412) (PANEL T w0 .:: I /�q Nx3 3 N M 1' 1rtM1.. A TO Was. t` ART. a 10 )MASS. a ill Y TO CIA,a--SEPAL- - `1 �. aHFJt•k I. t 14 2•a#' i E i'1 9 IS as I 111117 .,.x I Ij4"r TAPaWIRMPO �racraR a 9' orw rHaR a 9' a e. :. 1 4•N TAPCW 2'x4" � .f if { ANCIN%T 6 9' 4.C; PUS i1 4'0 TAPCON ;wPtNR S1UO siAe w/ S1GO i 4 1y 1 r ` - t�, ft WOW �1 WOW FIEIX11RE0 "` REOUIRED .• .c-..,....a , •' r� 1 'AI. A FMIEL WAX3/1-11s s1xE S/dst• �� iS�aF..Il�1G51lAYlaWF ,.''' VENNA «' • • FIAR)DA BUILDING CODE Nan High VaI }D I�,rdaons Zane 1, iNSTAUAI,ON ONLY VALID FOR A:s.O.:DESIGN « b418T *• � 4aPa1 Tiom RK.:.. rA, 4 BASE GALVANIZED STEEL STORM PANEL 2 ANEL awNN as NEE PRESSURE RATINGS (pa.f) AND PANEL LENCMS AS PER ELEVATION SHIJ ==� •k:. * r"^° ' * f r PROTECTION PRODUCTSP TLC. IL ON iL - 2. FOR NEW WOOD FRAME CONSTRUCTION; WOW MEMBERS TO BE .SOUTHERN PINE No 2, W/ SPECIFIC 0,55 $.qSTATED Pi.. O,r A ,• .• ... MQ' 4Oa aAc s, SINFEI sNn a1. ar► aA a.rN eaOloa n u,r DaI[. EL 3=4 20-175 1w, lam1Zl�Pea4n-IPA1 PNONO fae#HeO-eta. FAX -t9s4IFes-4rAa DENSITY OF OR EQUAL • i . i14-DDWai9 •KIN. r1.4e. • MOO ft AiNYN LPL A. T4YR +k.. -` as t a.. mgJT 15 or t4. (VALID ONLY FOR PANELQ(NSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 AE'5) MAY, A_%A, PRESSURE.:. RATM(P.O.1•) MkWW ANCHORS SPAMG FOR WIN E.G. PER SCFEQIA.E BELOW � SECTIONS 1ENOLNIM. tt}M1N 'TONG) Wx. ASA. DESIGN PEE Row toe:IJ LMI%NALM ANCHORS SPA" MR WIN ED. PER SVAM ULP BELOWDMIDN fvm .(R,) TAPiO011 5O1 -SEE P O P 7AkVC-'NNRt CAIR-IN deL, `fI�COH- S�++Sif FEWALE JD - .per 7AM+C-BA9.p1 CM1C^R!LENM MCC m10 7uh&T O"THEY m woickA To .ill 10 �- 1 fi3' 1 3" 13 } : - 2 S a f0 -.. _ 6 d` pEr tffi + -7b TO +It4-ilia t3 5 13 1. /2 13 51 13" -M 7 1 J2• 6 1 t3.. 1 !2 OR Am .. 1 is , 15* 1J r3 , 13' 13 i2 . 13 ". 4a I (pQTTOM) .- tJ 61 . !3 t3 ,J` e ,3 9" ,. 13 9 :iD" 7 1'2".. f. 13'" M t 941N4 ( ) t3' it" 13` TS• 13`- Ir IF it it it f3' W (rap) 13" r Ir to tom.., tr 8 iJ2• 1T 6 im 7 Im 6 1/2' S3• 4 1/2' 2 13' 1i' t3' t3' 13' F3' 13' 1Y s3' 12' 13" ,D ' 2-�n.wn.� W••••-) i3' T t 3 13' _rs• 13' 91 !2" f3' 91 /r O_k /2• 71 ' /8 6/r2 13' IT' 13' lY 1 3' i 3" 11" 3• 1. IY 12` t3' to (toP) 1 3' T 1 3 ,3 " 9 Y 1 J s 9 1 2' l iO I a I i r i 1r as• a f111P) 12 1/Y 12 1J2 6 tJ4 5 i/< 2 is 1jg a 1/4 a.1,J.i (e01TpJi 2 , 2 /2, B f if# 2 /2 6 1.., 0 !4 / ( e 6 a e a 4 i/2' '>'"' 3• a` ,:li '1 !2 7,. ":, 3 k '. jx 6' <` ;#,1/2" 3" 4 t /r 2tf2` 4 (T b M: e 8 (DIITTOM) B fi'1' a 8' - !2 T {BatiT)M) tr' t i• f3` iJ' 13T I3' � ' 3 1 3' t3' it s3" YO• � t3` Jr 13' 13" 3 .. 3 0 J2' Ir 11'.. Ir 13• Ir Ir 13' Ir : ur t2' 13• 1O" . (BOTTOM) Ir r 13' 13" it 9 im Ir 9 I/2`!!_!!2:7 1/r 13" b" b OW.- it It' : IS' IS* Ir #s• Ir 13' 1. 13' 10` t1aP) Ir b' IF o IJ2 IF 4 Ter it a ,J2. 7- im e- 1/r tar 4.1/r 6 (TOP). - - a tJ<• B I/4• a r 4' B t/+" _ ".ir _ _ t+• a / t 4' e f t�n"> '" - e14*4s<` J ai 4Qi !4 "Br 6 4 - - J 6 / t t ^ 3 i t J2 4 :-. 3' 'r 13^` TV tr tr HIT- ,a:... Ir "1/2 tTQP , . 7Q Tr .: A` ir` 01 i : 1 Ir S 1 7.1 6 9...2 i . TO. 13" 7 1 Ir it it to iJ2 13' 14 1/2 11 IfY•_A: it 'T I (wTT)oM) Ir 61f2` Ir Ir it :.. a' tr 9' to " -7 iI" i3" 4" 1 tBOTi is, 1 1/2, it t3 " :..:.... T3 11Y IS : TV if a 13 a 1/2 9 (TOP) p.. t3 b r 13' 1 4 /2. Ir ,41 .. l :a IJ C 1/ 2r. ... Ii2. t. b J2 )3 , ... 1 , 4 /2 2. crop) 13` 7 1/27 13' - Ir 13'... 101/2 i3' 0 Ill 1 1/2' ar is, r 2 (R4TTOM) taw T I]' 13• Ir I. IJ2' Ir 9 i/2' T/2" 7 1�:: t3* -8 1/2. 2 f130T1t)M) 13• 7 Im Ir Ir it to If2 IS, to t/2 it 1/ a' Ir T l-(TpI) w3" 7' iS .-k3, IF 9 1`. Ib` 4 1W to i/4 7 i/r 13'- r 3 (m-)' - - 2 1/2* 12 I/2 4 7f# B i/4 2 1j2 b 1J4 - - 6F/4 8 1f4 3 (90T1p1) - - 1J2..2 i/ d iJ+ 4 1J4 2 1/2 6 i/< - - 6 1/< a 1/4 3 ($DTi1NA) 7 AJ2'. 3 1f2` 8* - - a' 7 IJ2`. -. T 3" 4 (1>r') 7" Y r 3 7J2'. 7' 3 Tim :tl° 4- +'iJ2`: 3` 6 1JC 2. 1/r twi .. $ B"._ _ 9" i e:.. _ a' '- - 4 Dwil(1M) - -- b 'i/2"-... .' B` - - 3;1 • �. T - . A 13* 7 1 i3"-.. 13" T3'. C ti2 13* b If - it iJR" a": I3* ?" ttOP) '}3" 4 iJ2• kE' i1' f3` a' T3" 9' 19` 6" IT i3• 7 1/r 13'.. 13` 13` :a 1/2 13" la iJ2 -1 iJ2 r t3` T 5.(surromI Ir 7- Ir :.13•. i3' ]IJ2` 13' iJ• 43* 0-,/2 f3' 101/2 it , Ir 13• T a (TOP) 13' b' i3` - 13' a if2' tY a tf2' 7-s/2' d iJ2' 1r 4 t/2' {irtl>a - _ o 'MIS t r' fl tf4' a / 4' #^ 4 1l#' 6 (90T7.•'tf#' B T 4` B tf4` B SEE SHEET I I me A TYPO a STmw Too, lISfALIalwai we law mus wLDmr. #` MNp41NA1 NOW VW'* Ga AND WARM MM itSTA,WC ARE aN61rM ON 1M4 SOMME 4M ER LASS MW aN WELD ON SdMILL NEACa ANCHOR SPACING of MULTn"ia SPACM omw ON SatIDIxE 9Y » FDLLaOal9 EACfOxS Fee no OPERATION TO ICE PO$S tr, MmnCW SPliMM D6TAIND IBa,C rACIOR SILK1. rf4f EE LESS 7Nw MNaNNY sPN:wD 10R fAOI AMCFgI 11PE ON IM9 ea[BIIIL ANIOR TIM tf44 SECT i r# Sf4S i Pe kf<S ial " ANCHOR SPwag 0'). 3 3 s 3 2 I/2• - 2 1/2 AWNAAL#,t Wp[ OQ 3 3.1r Y ] 3I/r 3 AMiANR$-O.) itOOS d 3 ,i• 3 ,/r 3, 3 i/2• +. EDGE -: FACTOR aP SPA(GN05 OPS.Y VALID WIZEN SPACER.. `is USED. SEE 1 FOR 1 LOADS & MAX. PANEL. WHEN SPACER IS USED. ,e 6` PANEL LENO1N (SEE ¢11401pN i ON SHEET 12) SM SKEets 13 a 16 AFID71p S ANO NCR RAPE. 14s: :. .^ wsYAJAttiONs.9rro rate a. ka%coa FORWOW - FRANC IMILDIAMS. W^" MOM AND am" IaIMIaA..now wove O+) 3 . " QQ ,ylppMy,T ;a,p4lOaNa.DO3 3 EASE H6'fA9Ce ARE NRNG7® DX' iNS SNJNEDIAC FOR ED. LESS it" INDIOUIEa ON S OMME REDUCE ANCHOR SWING 3 aV 1RAtIKxm BPACNC'SNm aN SOLD" ar TINE rettoom FFCn}N`,. FOR to OPERATION TD a5 poem" IEDUOEa SPAwk; OaTAINED uEp6 PAWL AOR1a.F006.'iNfAM><000j F)IQTCII T na0 ifk FIiAO'H AaawR Ttt+[ 1A/ rNls c 3 I/r - ARIL NATION Et 12) PLATE RE" TAME 4.i A AS.D. DESIGN WAD i 1°Af m 40 PSF DR LESS 6._0. a 40 PSF TO 50 PSF 8'-2• > 60 PSF TO 60 PSF 5"-10" B AW. PANEL. LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOUO SET ANCHORS & W/ SPACER AT 12 1/2" O.C. .a. .: c4 nlfl.c lNdl,(. kmbmNGS V ".:,�llT scAEE 3t8.1"�• vCEH�(r 44167 +,. FLORIDA BUILDING, CODE Non HIh V6 Hurrlaane Zoine) as. 1aTDNO,. ` 34 GAGE OALVANiZ#D STORM PANVO. t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. $ $TAiI: � DEIGN PRESSURE RATINGS (p.e.I) ANO PANEL 1S, QH • x(pR ! yt f('tLOBAI PROTECTION PR�uCTSi LLC. pu¢ LENGTHS AS PER ELWATION ON SHiEE7 1L 5 IL E C Q /NO. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '` --SIGNAL �•� { s whir. FL 3331144 MEMBERS TO BE SOUTHERN PINE No 2,. W/ SPECIFIC A/MNNANMEFAN ew?N`' ,w, r."�"�. m-"dmi10t` PH1Kt:. (W)NO-76W 1A4 "")NII-61al 20-175 DENSITY OF 0.55 OR EQUAL pL �A 1xt7io PE N.. .n I. ,eww. .. 1IFfAN Xt aNNrnis a tI •4"f to N cu O - U N O O- O .� O C � O Cu O � O Q, C O �S+,C V O O ^F...rr L- O co \ V > c .- f� .... zs N cp L O �Ot O 1- c- �� ♦,J Q cn W _( O U O LLI Q Z Z Q J SHEET NO. SH 1A. -e-7 t I ([NO PANEL) ill (iERIDR PANEL) INTERIOR PANEL) SEE NOTES , '•, 4 I I I i * y * i e l + i (INTERIOR i' */40 PAN4) iL (END PANEL) SEE NOTES 2, 1 4 i ** SOS aoLys Wi Wp I£A ova (SEEL-[IONS AS A➢RDC'ABLF {L 11 Alm I P.a,t LJ_A1 -iJ_LI,JJdi.LJ1_L�JJILLI IaC�L1111iJ�_LlJJat�l )J_LlJJ ` + + + -0 �I .SEE NOTE It-, l� �. A{�7rI' 1" Aan.(SEE _ 9' win �J ANCHORS TE 3 (SEE SECTION F2t lie ALTERWiTNE E21w 4N x4tEE? ta)._'.-, ._..._.-_ a1 /, 6 EZ1W/i,B TYPiCAL ELEMION EQR SERIES 2000_ E-Z HANG _. -. STORM P i S STEM (t) U' SECTION A -A A (, Tit„ SCAL£ 3/32'=1" Tf(tiPy" ENG1NEE1-11NG ENGINEERING EXPRESS PRDOUCT EVALUATION i2EPC3RT September 15, 2020 Application Number: 17069.1 - R2 EX Project Number, 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address.'. 1540 Donna Road Vilest Palm Beach', FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report is being Issued In accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida 8Uliding Commission) Rule Chapter 61 G20.3.005, F.A.C., forstatewide acceptance petMethodl (d). The product noted abovehas been tested aredtor evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and Is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this praduct shall be requited following pertinont Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATIQN 00CtM1ENTS FX drawing #20-3 543 titled'24ge Galvanized Steel Storm Panels (HVHZ 3 NorE-I{ HZ)% sheets 1-5, prepared by Elglrleerirg Express, signed & seated by Frank Bennardo, P.E. ci an integral part of thus Evaluation Report, 'PEST REPORTS Uniform static stnuturatper formance ties been tested In accordance with TAS 202-test standards per test st 7-0 report(s) #BT ASGi 01 by Blackwaler Testing, Inc. Large missile Impact resistance and cyclic loading performance has been tested in aceordarxis with TAS 201 and TAS 203test standards per test report(%) #BT-ASG-i7-001 by Blaekwaler Testing. Inc. • STRUCTURAL ENGINEERING CALCULAIJONS Structure engineering calculations have been prepared which evaluate the product based on comparative andlor rational ana" to quaRN the following design criteria: I. Ma%imumAhowaWeSparts 2, MlnimulnAllowable Spam 3. Wri mum Glass Separation 4. Anchor Spacing s 140SW 1.211 AVENUE SUITE 106., DEERFIELD BEACH., FLORFOA. 3344.2 (954) 354.0 60 1 (866) 396-9994 TEAMLTBENGINE"a RING E%PRESS. Cant ENGINEER INGEXPRESS.CO.N Yn IRP Cf.. I-' 7' LA ..L rs'amc. LH R•..M �w17 S I •: .w� 7i7 r', v i w n Fuu . ,hl]k F pl NI i TON' C'�C Hxt 4 • 4 _ �uN . v1z L. ul "¢I_L I Ill i LaOt L sing rP ry L11211 xA'_ II Fl `r' IRAC5j111RHJ MNHet 4H 1lllfd U-' 0 ��AI W¢ <1 T_ r J, 1 * LASf PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS :BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. MIES- (1 NIT10N OF SERIES �: E-2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Cont, TRACKS TOP k BOTTOM, (2), END PANELS SHALL M.WAS BE CONNECTED TO BOTTOM TRACK O'P'l1ERwLSE A STOP LIAR t;�} SHAIi 6E PRDVipED AT TOP OF SUCH PANE45 (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 3/4 l-20K3/4 M S, W/ 7/8'6P3/32` WING R T 4 R 'S 4 Min. THU SCREW INTO TAPPED BOTTOM ft41T 0 / / I MB TRACK WGATION OF FASTENERS MAY BE AT QTHL`lf OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4). IN CASE TRAY END PANELS ARE NOT CONNECTED TO ti0'R0M TRACK (I a. A STOP BAR IS ONLY USED AT TOP) AT LEAST Two PANELS SHALL BE CONNECTED TO 50TTOM TRACK USING SPECS INDICATED ON NOTE (3) RB£'AVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. f 7NSTALLATK)NS ONLY VALID FOR -N0 SPEED UP TO 170 m.p.h• fidWENGINEERING Willi, r Page 2 of 2 All American Shutters and Glass -?4L3a Galvanized Steel Storm Panels No 33% increase in, allowable stress his been used in the design of this product. Separation from glazing Is not required ter installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Inspect Resistance has been demonstrated as evidenced in previously listed lest report(s), and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document fro, 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 shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use f re product shall be in strict accordance with the respective Product Evaluation Document i.e. o lit Pr a r pe engineering drawing) as noted herein. Ail suppoding host structures shall be designed to resist all superimposed loads and shall be of a material Wed In this products respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a situ -specific basis by a registered professional engineer Allcomponents which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ), Respectfully, � tgltWM Frank Bernardo, PE ENGINEERING EXPRESSO 4PE0040549 I l: eri. Auth. 9885 160 SW 12P1 AVENUE SUITE 1D6.., DE.ERFIELD ;BEACH,. FLONIOA 33442 (954) 354-0660 1(866) 396-9999 TEAM @ ENGINEERINGE%PRESS,CON ENGINEERINGE%PRESS.COM 4 I aEFt£LiEDLIE - Tt1 , ar-0IFL Lll.b f;v y rIr ..1cEL -. L. L.L :IAL.,r'L' Irr r rF:m ..r.TI1T nP,. 1 " A -Y. -. /1 OPT(011AL t0R!&TTOM CLOSURE O:TAR /-� (: Nis/l1,%' IMMINL.S e'.t1elN ,r EE' ..t TItl �R ti z t:• 1 20-31543 1 INSTALLATION DE C S FQR SERIES 2000 E-Z NAND STORM PANEL C1 t INTO POURED CQbICRET.E,_CONCRETE BLOCK AND WOOD STRUCTURES • � i ; k -"„_EXr."' PDURED OONCREPE OR 1,'4'4 TAPCON r CONCRETE BLOCK ,�- REWIRED_ it ANCHOR O 12' OEG r r 1 dr7�71 - { 1/4'e TAPt%7N _,=- 14x`. HEX HEAD t'EK WOOD p / t•",r'' \`Y 14a1' HEX W-40 TEK f s� } �' I � �4�4' FROM SEA Off FROM RE{XIIRED � /r t' 11 !, r r - r,r,. " " i � 5� ,r4•.-ate,- l�`�I I ir4Y-8P„' 5.€ aOUe WrniJ i �2M1 r AtrA R r 1" AFu1, `1 t` wm 1 10 CLASS TG55.d(_Y6gOP I y'^^� 1POPAUMSEPARTO- diA53. DiItt RIVET WITT IiI �a !. ss I Ts e 0 .:,.,.,. 1 SAIL #14Y..nors'-�St_., I MAK a w uLENGTH +kweoLS PI 5._.. 9 I W """"'-_....__.I PANEL LENGTH (D f R t' Min. j i p t° RBiL i 7i/t _ iSKh OPA GLASS. i �`g n`- �R OIASS. j "-+ OF ' DF L` 14 THUMBSCREW f E I Iwx �--i t ; p I ij4 6 TAPCCN ANCHOR `'.:.,{ 1 t O 12' O.C. 1}4'0 TAPCOFN�( 2'a4" WO ANCHOR O 12 O._ Pil,-�-PUOD C,TE _. CONCRETE BLOCK - .v , _....._� ,FI ... ROCLARED REDUMECE WALL MOUNTING WALL MOUNTING SECT30N a AI TER"AJff E21 W SC4E 3/8=1- SCALE 3/8-1" ,afHlUiillN, a '�avEN •' P k FLORIDA BUILDING N CODE (Non High VelocityHone Zone)[ iyQffS`. ap MIN. PANEL LENGTH _« D..'4t)< -.Hui core - SMALL BE 2'-6" saoaa. fJ- 24 GAGE GALVANIZED STEEL STORY PANEL aIINHJirv. s r--'-- - t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN =ir # _� PRESSURE RATING +/- 400 Ps:f AND B'-0' MAX STATE PAWL LENGTH. 1 ••qq,, --'_`' '1LTTE G 41r, GLOBAL PROTECTION PRODUCTS. TLC, oT/PAP 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 S'z '`I43i;14 .2�7 '+w° a EINac61 rANT SPECIFIC ,.. ,•. ab. n. s,. as w,A.rN6e. n a OWE F1 13Ii4 20-175 �Yi MEMBERS TO BE SOUTHERN PINE No 2, W/ h P: P.A.•. Si LF,• s+s r.#�7,^'-'sx w.� lm-,M, PHONE, fssr)e�ga-zs,s. rrA tP3+NeP-a+sd DENSITY OF 0,55 OR EQUAL sc a rn e. r vI•YMMe aA6 CRWRNU Nm. PrNnNANdL A PI,.. >< 'AYaTERi - *i-lu nn a -Awn 19 OF ,a 44167 r ALL AMERICAN SHUTFERS AND GLASS 24 a GALVANIZED STEEL STORM PANELS (HVHZ & NON HVHZ) WIDTH' UNLIMITED PERP O PANEL5PAN f T ) OP MOUNT CCNN T M. NTT... ,v. T P, TYPE AS RE 'D 4 J SECTIONS -{- OPTIONAL T' 20 STITCH apLT NUTS FASTENED 9 WINGNUTS FASTENED 0 j w OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) as 1 u PLAN VIEW p vt�u�p. E ulf a�. : RD.156" BOTTOM MOUNT (CONN TVPE MAY BE AT TO ` „f' D,aiS" NTE. ELEVATION TOP MOUNT -.. LInaX (CONN TV P A5 UQ D) (SPAN ABOVE ucntsN) RE E84� esiRUCTION ON 6 x w MAY VARY (LOCATION Y 4 (nEn� L BOTTOM PUUNT tDONN Lnax (SPAN BELOW TYPE AS RE4'0) OBSTRUCTION) PANELS MAY aENCITCHEb AS REQUIRED, OPTIONAL Y<'ZDSTTTCM BOLTSWITH WASHERED PROM GEDIHAT CbNNEOTIONS AND ANCHORS,AItE USHO S4H1CH SATI5F/ WINGNUTS FASTENED 0 SPANS A80VEa OELDN,'l OBSTRUCTION. OVERLAPS 0 MID5PAN(USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 NT,S. ELEVATION' BOTTOM OUNT ICONN TY AS REQ'R) -a TOP MOUNT {CONNTYpE AS REQ'D} ALLOWABLE PANEL. SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MAXIMUM STORM PANEL SEPARATION FROM GLASS m1 I ZONE 4 ESSENTIAL FACHI ES V72 wNnZ £ & P ) , %POLIO 1 k ESrGN O ( wA .auo 6E T SL 1 ill i10 5 'EATER tNSTALIA ION LESS NS LtA N GR PRESSURE i SPAN ttINRgI 30'A GRADE KHAN 34' eOYEGRADE THAN BOVE A (P`+r) •30 23011ln bilfim� 2_16In /dS { I-RD,aIn 6,r%}IN 2.16 In +j"La f 130A IF sion in d5 r 19 �ln o 96 7.16 In s � 50 130.[.M .1 6,06IN 2 6tn SPAN 5CHt1:}ULt NU l t5: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN', SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS' ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS (°P"•7AACk, STVObE4 ANGLE.E C.). USE6,2S' D C, PANEL FASTENER SPACING TABLE VALUES FOR ALL "H"- AND'U"'HEADERS (INCLUDING BUILD OUT CONDITIONS). 1 LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER WAD. 1. ENTIBt SPAN SCHEDULE WITH PDSZTIVE OFSIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO SE PROTECTED- 2, SCHEDULE IS REQUIRED FOR USE wDti POSi'iTVE LOADS ONLY, INTERPOLATION BETWEEN WADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAQ, TI F HVHZZANO ESSENTIAL 3. FOR IN TALLA ONS OUTSIDE THE OUTSIDE OF ESSEN .1 FACIt:ITIES IN ASTM WIND ZONES I THROUGH 3, TikE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED PMIIKE6IN R0.0 PE F PEO'N•I6E,4 Cq �BES D¢yll MAXIMUM ALLOWABLE EIVn ly �� Frank DESIGItI PRESSURES- r)5Ta Anmtl Y AS NOTED IN DESIGN DESIGN NOTES:' SCHEDULES �el POSITIVEAND NEGATIVE DESIGN PRESSIIRESCALCULATED v a m FOR USE WITH THIS SYSTEM $HALL BE DETERMINED PEA IDG yy SE R TE ENGI EERING IN ACCORD NCE WITH T PA A N A E ({ pp GOV NING CODE Rr"aSURERE UI EME SEAS E P R NT DE'TERMf D IN A CORDANCE Y117H ASCE 7 AND C' AFTER u 4U _a n 4m _ED a "� a Sb09 OFE FL0Ri0A BUILDING CODE SHALLbE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED. HEREIN FORANYa w? W g LS ASSEMBLY A5 SHOWN, F 61 15 GENERAL NOTES: 3"� .1 iTHIS SPECIFICATION NA:REEN Df$SdNED AND BHALLBE FA6A4^ATFD IN ACCORDANCE 6YITH THE REQUIREMENTS Of THE FLORIDA BUILDING CODE SEVENTH EOTTION(?02D)FOR Lh-E tNStDE AND OUTSIDE OF THE HVHZ, PER TAS201102.AND 2D3 TEST ROTDCU LS; CDPITRACTOR SFALLINVESTIGA AND CONFORM TO ALL LOiAL BUILDING CODE AN,ENOMENTS W RICH MAY APPLY, DEGffiN CRITlRIA BEYOND AS STATBO HEREIN MAY REQUIRE I, 01w l7 W lap ti (/I ADDRIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. IWO331/3nINCREASB IN ALLOWABLE STRESS. HAS BEEN USED IN THE J DESIGN OF THIS BYSTEM B, THE ARCHW TIENW,r N . HI RECORD FOR THE PAD)C£T BUPBFar UCTU REtuITH NWHI[H THISDESIGNIS USED SHALL BE RI!SPONSISLE' ^� FOR THE INTEGRITY DP ALLSUPPDRTPIG SURFACES TO THM DESIGN WHICH t' SHALL BE (OORDI NATED BY THE PERMITTING CONTRACTOR, 4. SEAARPTE 5rLE5PECIFIC' SFALEG„ENGIH ElRtNG SHALL 9E R IPPD [II 5S DRq@R,TD DEVIATE FROM LOAD ,OEFIfiOTfONa, U'SP0.NS OOrrTAb D A F. r ' HEREIN.CDNTA ff791SENGINEER PDRALTERNATE SPNI .ALCULATI0.y5 AS C M M AYR RagUIRED. ❑ETAILED HEREIN i5 GENERIC AND DOES IJ➢T PR01N➢E THE ION MR INFORMATION FOR ASFECIFIC STCE. FOR SITE CON DLTLONS DLTEREKT FROM ry LLI Gl 7 THE CONiITTONS DETAILED HEREIN', A LICENSED ENGINEER OR REGISTERED AftCHITBCT SH ALL PP5PARE 51TE SPECIFtC DOCUMENTS FDR USE IN LQy: (et M RIUNCTioN tfITH TNIS DOCUMENT 6, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED a y ,4t K PRESSURES ➢I VIDE➢ 11 A LS SAFETY FACTOR. 7, ALL FASTEN @RS'30'N L' OR GRPFTER SAf4RA 15 UNLESS NOTED OTNERIVI9E ASTENERB SHALLBE CAOMIUM-PIATED 40. OTHERWISE [T.i _ `" moo 6 CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH `SPECIFICATIONS THE Z F FOR ALUMINUM STRUCTURES"SfLTIONI3 BY AL MIN UN ASSOCIATION, D TA t D C L INC„ &ANY APP CA&E FEGERA4 6 TEr fl N )OR LO.A CODES,. aµ It ALL STORM PANELS SHALL'BE' 24GA,5TEEL l D024' STO F PAIJE SHALL FORM IO ASTI A653 TRDGTDRA O_llALITV ➢. R I L5. CON q 9 L cd STEEL. G60 G LV llZYO CO M.WITH NI MUI F yL81 b A RI A A NI d Y K I w 10, ALL ALUMINUM EXTRU51ONS SHALLeEbDE?-T6.AWMINUM ALLOY. LINLE55 NOTED OTHERWISE. Q' 11. TOP&6OTTOM.DDFAILS SHOWN MAY RE TNIERCHANGEOAS FIELD CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 12, CONCRETE ANCHORS NOTED HEREIN SHALL BE-EHREDDECTC OESrGN AS Ta DAf4AVS ERIAL BEYOND THAT EON DMumENT uPF.(L),LABEL . VISIT ECAL'C.IC 1375d3 F?R9 FI L_IIFT 0 •-• ].'A -ill {, .nsi alalNEezwsE#rRr�a rgwaTbRE � FaRugNrWNa PUNS ,''•EPORB PE9JlftCE3 T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 2p8�d -i4" H•AaNr o- a 24"' z 22- za• 2C 23- zs' - ' H.r auadPW 1Y eerier O" D' m Zr<'3" 1 Zr25' Zr2F D" 24-. 2T 2 G -2a &'U" H6P6ee' C" LP D" 31, 4 2. IF 2 -r 2T '33. a"F " 23'" 23" 24' II' C 3 23" agkbut"F Track it 24" 24" 2P �" AV 46" SPY Ze' 24" _R 4B' 3D' S3" � "F Track. 25- 25" W 31' SLIP &I W SIT IS' `W 31' ST 31° s O Sala.. M 22'" 22" 22' I 1" 2a". 3D' it" 26` 22' 2fl+'.. t 1" $ H. tWaa MPuni 2 ,,, 24" 2 4" 30' 48" - BO" 2� 4B` 24' H 0 V mea H O Y 0" zs z4 zs 2F 2 P 9" z Y 23 :m "F' it 2A" 2d° 2a' Stl" da' SO" 2S' a' ]D` Val "An 9fi1 - 23'° 1t' 3D'.. 37 it": 30" 23"" BON. 1111 O' T Eck 28' 2 r 2R" 33" 53" S6" 31^ 53' W 3T was _ Awn ,.n'9A � 3 '1,aN fi u EonamoNs Tlaa DA MrTTDM. NEL LPHGTNi LES NiSE NaTl4+iNRA&E F6a'�A6E HnT.. AC^.11r,Aat£. 3. NO $ilAPATlaN PROM .,WltiL i6 4AROL EG wNEN PANEL iENG'n115 tB1FATPA THAN LINT NIXrRA NSR Mnu rJcca Re. F aN AmvE L+e;PB[FI1R Nn N. I SI T6 NUNf5 64,CgAl 1' TMOUNt31M 2A6R€AINWE W:�M SADc'ilaStRIr34Aa hOi ADD L W 1%1U i � ES M EPCTI TNG niOR WrEnWOUT SMON ROUTS) IONMlUJ.aW FWE h wt091AU e: PA£TENEI{.a+ 4' 42.a' QA 649' a.c 8 AANN.S NAV SPAN 3A" NSJ4M>YH UNo.'M E =_I ^N snowu rm dA BOTTOM QOSVA86 PEA Dsa17Pic OETAIL'k'Ie Y51NG MfY r•N' 4tM,Tr En•30tRiNi • i:tH rwE4EDAdwIFrS t 1 OP IONAL INTERIOR FASTENING DETAIL N,TS. M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 1 20-31543 1 M �- CV O N ®9 � O N CD "O y LLJ My C d3i 0,.,7 N �-+ L bI» CA- esa 0Z c >m Cry - R01 rA,T g C? ie 4E, I . W O1 6n.i w rRMIN OCNHARDD, PC PE ,'I 6881 Ord, 2sa" a,osa�r 17-1 pp�11 ]1 I-0 2,111 4,7SD' R" � � .625 �rN aGAaO._A.b9D+ TYP; h TYP- aza 0 ro 0.062° 3 1-D.12S' 2' D6 z,00D "D.De. YPz r -I z.DDD° 1- L:35 � 2S0 J " I- c.030,1-.•I'1b2a� 2.600 � 1,S8o" 'H" HEADER aWILD-OUT V" HEADER ANDIE U-PAN •CLOSURE C �:]21" � a "' D ,r�--. d(�^--- Q 8. - E �•4 W s m r� a 1 L IS ,5 60 3.3e0" NAB. .71 0.]l3" 'P t " '3z g 5z o SI �12.5001 ELCWERAGE---1 �r D�L79j1 yy{.-..{��i�r' 455" 'lg OD46g5" 0.375"--1 - 5p 0 - " p it NC PAN DL�_'IH"0.655" 08Bfio- D350" L.007 RG'.'3 14,675" PANELIENGT IIr�1ra, n Lco. r0545 B,54'tl259� D.DSD" 4 Q� c AM LEREtTtoy .1{r T-• 0,090° •I O.D9D" �� ury ME ,215' C.OaS" p27 0�° RO 35' 0.305" TYP -'Ili- TYP 2.OW D-l39D'� rtun O.zYS „-O,7D0" EA r10UILD-OUT 'P- TRACK * C TyP. 0,090' Ck a 0957" U 'F' ANGLE - TRACM y HEREO X1Nv _T E9 E'• R. 1 0. PIN _ Oi313° 0 376 I 0' 0 i v d D.L9p" F m - .,... -_P � �- CT D, 2 �--3 a D^ o 0 11nn �1'L'JI I Qqq C� al a n N+1r ANGLE -TRTYPACK {EXiEN0ED1 l5r 'ZD 2'y7r T� a -S SO >Y v t, ¢I"tLl, I`sr`H Lai go OVERLAP 1 s 4' MAX. A COWIERCE95NRE DETAIL 1 25" MAX. IZ D.laa _T - -1N:' J: E E v' MAN, .11 qq W r NT' NR'r'le:f +OFF'=H'a "±'HG,If W O DI -OUT D,.T IAAiIa� BU ILD d DISTANCE 'NrU I MUt11J C I.OAURF Ilr nil. , 1 r7 (A O'�,M1r r.Trr c l ' ,D a EMESEO =JI T; I?1 Asl I =av vN,b L'I�rd� 1.000" v 3.82D",a 9r ipr ,Te.uP .. >z Fr'Err�Y4 ,�: of+x r i1 i.jii5 OVERLAP O.f Ia " MAX. Hill ll'[II MOIIHri.11l'SIINFIIrIAIr. e �w0gg �-.25"P4AN L500" 6�1- LL8 � fITS MIN' ,.T a�LnL" 11- Italia, 3 fJ D -4"MAX. i MIN. 4 IrsFe �'fLI., LOCO i?>'a .Fm I,I• r_TT ,F- € •!"�GORNER C1051JIYE DETAIL �MJ. Hr EMBED' ..-E yTTI T.pM�.Y` m�E. lit TRAP'MWIIT CLO6UPF DETAIL 'nTs �•, AAA U 03FiNgRPA.%If�NNPRDOfE.'. 20-31543 n F ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS IN ITS O.C. CFWW- ®�®®�i�1®®�® MM 1. ;i %l/// y, /////.%/% �EW%%�J/%%i130MV I ®��®[MMEM®0��MM 214"EDGE DISTANCE '� MAi a®Inw ANCHOR rRESSURE Tyre r.AeF IN'NIIIP tD i -11' tiPAN LM'� IN ii'-I1' iPAN OP 1n 111'_III' CON TYPE r1 C (3 Cq CQMN TYPE CS C2 CB [4 CaNN TYPE [1 C2 C3 Cq. llA [T BED EM D3 cal Rw. 4i u 4H 52 72 i!S' 36,0 160 109" 25' 16 0" 16O 75" 32S 16 D'ISN 67" Iz s' Esc laD sa" 1zs Ilia.. lE r:1 ]?s as^sae bD" 12 S' Ii,D 16 0 7 5" 12.57 1 ,0" L9 7 6.0- 12 9 16 0'- 14 7 A" 325' 2:9" I60 i6D 1 6D 14 T" 6,4" 6.u"' 125 125 16.0" IS.D". 147 .0' 147 B:1T 12,S• Sty" 1E.D"147SO ]fi3O"1' T 6,W 4 o. n 11 1 V/ - CME. 33 (bOSC 4 Vf nE'N 1 40 s2 72 LY 5' 5, 16 0" ] n ] O 1" 1 s 1' " o 12 D" ] 2 B SO D" 10 6' 6:2" 1.15 S G.9 141 81' 12S 16d' 9 3fi' 7 AZT 3E0 9,7 56" t85 LRS Lt 5 160 "'0 ldD 11 ]' 16,0 95 7,D" 6: a" 5.6"' 125 125 1 S 160" fiD" 16 0," Sfi 5.6 Pe SE' 9 6 _.6" 12 S 13s 12 6 1fi 6 3B D" 4.5 56" 16.0' 9.6° &W $ V4"I,1-1/4-CNECD 33 TAP CUP CFAs' 41 46 L1R1 ii T2 125 14,016,0" lay 1;011,5 125 ]6.0"10.2" WIA L25` 110 13,3" 125.16or 9,2" 125 16,D^.9.2". 12,5 180 ILA, 125 160" 'a 125 16,a" 9.1" L2 5" L2.5" 16 0 1015' ibD 41` 12.5' 125'160" I'll. 9.!" 9 12 S 12T I6.a"-9.1 3 M. 8" EMBED 7 N 33 A Pt IHI i!"R 1 41 LTOOD 8FI6NIn0 46 52 'T2 L2. 5 1G0 6" 7�3"'. 2 5" S 1 ,S 6 0 5. e 12.5" 3fi a T.D 5.9" 12 5 1Z. 1" 9 E' a.1" 8.25• L 2.S, 15,4 9 S 5. 0 625 ]ZJ' 47 4.0' 6.25 I LR:S" 34 2 S S' d; a b,RS Y2, 3": d 7 4.0' F.35. 6.26" 123 i7' 9.D" e.25. 123" 471. 4.U" fi.25' ANCHOR NOTES: 1 ANCHOR SC D LEAPPLSES.O PRODUCTS =1 ED HEREIN, BUTO L OVIDES HE. U T A R TF TIFI H N ONLY PR �P � ALLOWABLE P E A INDICATED MAXMMUM ALLOWABLE ANCHOR SPACING MAXIMUM A WABt ANS AND R SaURES IN SPAN SCHEDULE SHALL APPLY, ENTERAN OR SCHEDULE EIPSED ONP PANEL FASTENER SPACING THE STRUCTURE 2 LT A N R MATERIAL,6 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR UALTO GATIUE DESIGN LOAD ON SHUTTER AND SELECTSPAN GRFATERTHAN OR EQUAL TO SHUTTER5PAN SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTWG CONDITION (SEE MOUNTING DETAILS ON SHEET2 FOR IDENTIFICATION OF CONNECT ION TYPe , A ) 3 "PANEL FASTENERS"ARE STU 65 USED IN LY1NI UNCTION WITH ALL MOUNTING EXTRUSIONS STUDDED LE C E fi 25 O C PANEL F E 5 ACING TA LE VALUES R 'F" _TRAM ANGLE, ET DS ASTEN R P B V TO cK RLL "li" AND °U'-HEADERS (INCLUDING BUILDOUT fONDIiONS) 4 ANCHORS SHALLBE WSTALLED IN ACCORDANCE WrrH MANUFACTURERS' RECOMMENOATION6. 51 HOLLOW BLOOM HOST $TRUCTVRESHALL CONFORM TU ASTM C90 BLOCK, 6. MPl1MUM EMBEDMENT SHALL BE AS NOTED7N ANCHOR SCHEDULE. MIWMUM EMBEDMENT AND EDGE DISTANCEEXCLUDE5 STUCCO, FOAM, BRICK, ANDOTHERWALL FINISHES WALL FINISH E5 SHALL BE LIMITED TO 1/4 MAX OR SHALL BE VERIFIED BY DTHERSTO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKLED CONCRETE ONLY, 9, WHERE ENISUNG STRUCTURE IS WOOD FRAMING, EYLSTI NG CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INfOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING. TO PLYWOOD I$ ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 1D, WHERE ANCHOR5 FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHA.i_L BE LOCATED IN CENTEROF NOMINAL2 X4"(MIN.) WOOD STUD(1°EDGE DISTANC£IS ACCEETABLEFORWOOD FRAMING), WOOD STUD SHALL BE'•500THERN-PINE`G=OES ORGREAT:ER DENSITY, LAG SCREW SHALL HAVE'PHILLIPS PAN HEAD OR HEX HEAD,. - L t. MOVABLE AN ORS ARE. DEWALT PANELMATE ALL -POI 50LID-5ET & BRA55 BUSHING RE CH . A NT5 12. MACHINESCREL°.'S SHALL HAVE I/Z"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MA1' HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFER HEAD'(SIDEWALK BOLT) U.N.O. 19, MINIMUM EMBEDMENT AND EDGE DTSTA'NCE EXCLUDES 'STUCI;Ci00.0THPR WALL FINISHES, 14.Iv DESIGNATES ANCHOR CONDITIONS WHICH ARE ROT ACCEPTABLE USES. 15. ,ill DIRECT MOUNTING CONDITIONS L6. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOkSCHEDULES HrTEg ON THIISSHEET. N j U L O� O .� O C -0 0- .� U O U) 0 O Q� O L O L !� "F � /�) Q Q Z Z W J }/ L� ( (Cn `) W •i LV V �t U O L n UW U) UJ Z Z Z Q J d SHEET NO. IS 1.5 1