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HomeMy WebLinkAbout38049-38075 Fallstone WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or RA. Return Air ABV or Abv. Above FLR or Fir. Floor RAID or Red. 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 R. Foot Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. 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 Galy. 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 SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. 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) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO 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 KMlall 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 Laundry Tub 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 WDW 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 DVP 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 W.C. 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 WDW. 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 Proofing) 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 rr ri rrrrrrrrrrr OW- ape— Lvnr r �;airr .a�rrrrrrrrrr� �r irrrrrs ko r�rrrrrrrr �� �® rr�rosr�r rrrr�rr� I■■■ ��i mom, ■■■ ■■■ — Omni C� i11 ■■O C �i■■■;NMICl� 0 ��i■■■mom, sirir•TrTrr�l r�-rrrrr-�_z-_r�r-- �� � - �-.�rr� rrarrrrsr■irss.=r�r r— _ ��rr rrrrrrr r r I iiiiiM �MI No 11 SOME MEM SON! IN 11111111111111011i MOM! In RON, n L MEN, I .�someMEMME _Emi 01 iii'0 on l =0 iiil Lh J �rasirrZrrsa 0� j���� ��' 1� ■� 1 �� mimm ■gym mimim lmimimimi1 1 1 �aar..� � � Imo_,_ ■:� � � � � i� r,.� rrr � � q�.� 0� —..... INIMIM1. 11 UNIT A UNIT B L11L11111041 UNIT C UNIT C 8 - UNIT TOWNHOMES UNITS "A-B-C-C-C-C-B-A" UNIT C LENN/�RM UNIT B 8-UNIT TH (1532-1516-162�) UNIT 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) O 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 SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. UM da o� -CIEo j � l� O C3 N !2 l� W '� O N 4 19 3 3 ry wo ca N ti 'n C � P CL L� a \\� �U111111111 S E• y O�FSS•Za�P�,��`�`` 04.1, r I To the beat of the Engineer's nowledge, Information and belief, the structural plena and epecNicatlons contained wlthtn 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. 04 M 0�, r--n . M k LL S �LLLL LL a t�r � W N� m� � ZN OU W 00 cD � © z z V N LU Ow W V) c �V) U Q �0 i� ° J ° 'o °� C> C) t= WW N �guiJ V,1u .N., (o c '� C Y 8a W 3 LL INJ o zl ° Jt T ai N t� CAD T (d 1\ c6 _00 T n\�/ C O M �+• N i� � CDv C m Uo 00E Po 00 O N 117 C I t1' C0 T ILt•- 06 /�� 000 N r y V• r EC)_ M z m O c E m �a a U Q JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. .�someMEMME _Emi 01 iii'0 on l =0 iiil Lh J �rasirrZrrsa 0� j���� ��' 1� ■� 1 �� mimm ■gym mimim lmimimimi1 1 1 �aar..� � � Imo_,_ ■:� � � � � i� r,.� rrr � � q�.� 0� —..... INIMIM1. 11 UNIT A UNIT B L11L11111041 UNIT C UNIT C 8 - UNIT TOWNHOMES UNITS "A-B-C-C-C-C-B-A" UNIT C LENN/�RM UNIT B 8-UNIT TH (1532-1516-162�) UNIT 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) O 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 SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. UM da o� -CIEo j � l� O C3 N !2 l� W '� O N 4 19 3 3 ry wo ca N ti 'n C � P CL L� a \\� �U111111111 S E• y O�FSS•Za�P�,��`�`` 04.1, r I To the beat of the Engineer's nowledge, Information and belief, the structural plena and epecNicatlons contained wlthtn 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. 04 M 0�, r--n . M k LL S �LLLL LL a t�r � W N� m� � ZN OU W 00 cD � © z z V N LU Ow W V) c �V) U Q �0 i� ° J ° 'o °� C> C) t= WW N �guiJ V,1u .N., (o c '� C Y 8a W 3 LL INJ o zl ° Jt T ai N t� CAD T (d 1\ c6 _00 T n\�/ C O M �+• N i� � CDv C m Uo 00E Po 00 O N 117 C I t1' C0 T ILt•- 06 /�� 000 N r y V• r EC)_ M z m O c E m �a a U Q JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN -- - � 5 a CONTROL JOINT DETAIL #5 CONT REINF. TYP. CORNER BAR PLAN DETAIL SCALE:1112"=l'-T •• SEE FND. FOR - QUANTITY • ' " ' ' ' •• CORNER BAR ONE ��� FOR EA. HORIZ. •' Ir REBAR, TYP. U.N.O. to CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. e ea e ea. da —< 4 e - a ,�` a 4. e e .�� a 0 • a d e r e: ..e. ea • a a• e (4) #5 d ` e REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING/1 SCALE: 3/4"=l'-0" 5x5x3/8" A36 STEEL BASE PLATE 0 SECTION A —A a d a 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" 3'-0" x T-0" x V-0" w/ (4) #5 E.W. A 73' fV J S6 io TYP. @ LO 2-STORY U.N.O. Y-7 x T-V x V-0" wl (4) #5 E.W. SYMETRICAL -4" 18'-0" 18'-0" 18'-0" 13'4- S-8" 3'-8" 13'-4" '-0" 3'-8" 13'-4" j '-0" '-0., 13'-4" 3,4" VERIFY VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C L LOCATION OF A/C AC PAD L PAD PAD L PAD 3' "x6-0' 14' S3 PAD S3 2-0" x 7.0" x V-0" E HO 7-0" x 2'-0" x 1'-0" S3 7-0" x 2'-0" x V-0" E 7.0" x 2-0" x 1'-0" 4j E 2'-0" x 7.O" x V-0" wl (3) #5 E.W. IRRw/ (3) #5 E.W. wl (3) #5 E.W. RIRRw/ (3) #5 E.W. wl (3) #5 E.W. IRA CONDENSATE--� WCONDENSATE P(--CONDENSATE CONDENSATE LINE I LINE I LINE -4" ELEV. FIN. -4 ELEV. FIN. 4" ELEV. FIN. I 4" ELEV. FIN. LINE $ CONC. SLAB 1 0 CONC. SLAB (911-0 o CONC. SLAB 1 CONC. SLAB 25 2 6'-8" 3'-10" 3'-10" 2'-8' '-8" 3'-10" LO S-10" 6'-8" „ I'-8" 3'-10" v' 3'-10" 6'-8" I '-0" '-0 "I 6'-8" 3'-10' y 3'-10" 4-0, 1 ■ ul1k 91 P■ 101 ® 11 EIL ® N IN 11 PROVIDE 1Y"RECESS FOR r _ r P OVIDE 1 RECESS FOR _ _ r PROVIDE 1Y" RECESS FOR _ _ PROVIDE IY" RECESS FOR _ r 7 1SS a--- -f- t— I --}- �---- �--- � r I—I—I----1 -- I �� —I—I — 1-- SLIDING GLASS DOOR. REFER F I S DING GLASS DOOR. REFER I I SLIDING GLASS DOOR. REFER I r I II G GLA sZUOR�R F T TO MASON'S SCOPE FOR WIDTH PROVIDE L I I I ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH PROVIDE LII E FO ICE MAKE L I I _ CE MAKER { I - E MA R 00 I I ICE MAKER ® I M D1771 I I I D1 I M io I I 1 D1 I M in I I I M 1 01 I I 1 io I S3 S3 I S3 I I S3 � 1 1 II477) �I I (II IR S I = I I = U �' \ T ■■II L I II� L I 11 �II " 3 2 MIN. 3000 HSI CONIC. SLAB FOR L " 1j LLB " Jj HERNANDO CO NTY ONLY, 3Y"MIN. J Jj L� �) 2500 PSI CON . SLAB OVER 6 MIL. I I 1 ® I I I VISOUEEN APOR BARRIER I I I I I 1 DBL. SINK w/ 00 I I I DBL. SINK w/ I °Q I I I DBL. SINK I I °P I I I I L. SINKw/ ( I I °0 - — - _ C.J. _--DWPOSAL - CO - DISPOSAL _ _ _ C,J, - - `O-DISPOSA __ _ _ `D - - _ _ POSAL - CO I INI �� II �� IN III II �� IN I III II �� 1 1 1-- J JII I I ( 11L _L JII I I I I I IIL JL JN I I I I I I I I IIL _1 L___iC�. -3 IL __.NL---J IL ___JI ___J L_-- C-- _JI D D IL 1: Ct :3 E Z D 12'-5" 5'-11"1 1 5-4- 1 5-9" 12'-3" 12'-3" 5'-9" ® I I I I 01 I I W01 1 I W01 PW01 I D1 D1 D1 D1 I 1 III I III I III I III 14'-6' S-114.1. 1 T-10" 4'-2" IL 13'-10" 1 14'-2" I I 14'-2" 3'-10" 1LO I ILO I I 0'-0" ELE . I I I I I I 0'4" ELEV. I I I I 0'-0" ELEV. I I 0'-0" ELEV. I I I 1 ® I FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB 1 , c.J. c.J. - - - -I --f — - - c.J.co I GG I I I I I I GG I I I I G I I G I I I S3 S3 3 S3 ® I 1 @FOUNDATION I I I I 1 I 1 @ FOUNDATION 1 I I I I @1FOUNDATION I I 1 @ FOUNDATION 1 2. 0„ 2' 0„ I 1 16'-O 2' „ I I = 16'-0" 16'-0" = I 1 2' 0„ r I I I I 1 I 1 I r -f- ®IL i I I = 1 1L- I I = I I 11 L 1I I= 1 I I I I I I IF 1 I I I� I I F ELEV, APPROX. 1-1/2" ■ I BELOW F.F. — — --I L` —I L�� L ELEV. CAN BE NO MORE ' \ THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI I I I I �. I I 1 � 1 FIELD VERIFY K �., / iv K fO /I N `O iv I / I cO PROVIDE 1/2" RECESS = 83 V - - +%�� S3 = PROVIDE 112"RECESS FOR I /J 53 PROVIDE 1!2' RECESS FOR I I PROVIDE 1l2" RECESS FOR S3 L\— "HT - 1 FRONT DOOR. REFER TO �4 MASON'S SCOP�OR WIDTH `� I 2'_1 " 2 1 Oj" I v FRONT DOOR. REFER TO 2 Oi„VL--,- I LFRONT DOOR. REFER TO FRONT DOOR. REFER TO I 2'_1 " I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MA- N'S STCOPE FOR WIDTH I FM24 Of ■ ® ® ® ( I ® ■ — 1 ® ® ® ® ® -0'" 4'-0" -0" 0" I '-0° -8"� 1 ELEV. APPROX. I I I I I I 11-1/2" BELOW F.F. 1 04a 1 1 1 o =00 I coo 1 1 1 00 4 I ELEV. CAN BE NO 1 ELEV. APPROX. -4" ELEV. FIN. I -4' ELEV. FIN. � " O CO MORE THAN 1-1/2" -4" ELEV. FIN, 1-1/2" BELOW F.F. I 1 -4" ELEV. FIN. I CD CONC. SLAB I I CONC. SLAB I BELOW TOP OF CONC. SLAB LEV. CAN BE NO I W01 ® CONC. SLAB W01 W01 EGRESS DOOR IID ORE THAN 1-1/2" D1 d I I THRESHOLD. FIELD �; 1 BELOW TOP OF 1 I D1 I D1 U ■ 1 _ C.J. _ _ _ _ = C.J. ■ _ = IVERIFY C.J, = I EGRESS DOOR ELEV. APPROX. I _ C.J. ■ -� I 1 1 ■ 1 N 1 THRESHOLD. FIELD��, I I 1-1/2"BELOW F.F. 1LO N 1'-4' 5'-8" 1 r 1 I 1 I I I 1 N� 1 VERIFY 1 I I MORE THAN ELEV. CAN E N102" I I N I y N L 4 1 I 4 I I I WWW 1 Q I I I ® I I BELOW TOP OF S3 S3 I I EGRESS DOOR 55 I I 1 55 I T I I 55 I 1 I 1 THRESHOLD. FIELD I 55 D1 I 1 D1 I I D1 VERIFY D1 1 ■ 1 I I I I I■ I ' I co Cn A co = S3--- I' "SEES 3 FOR S3 T I S3 I I S3 1 ■IN I ■ I RECE S OPTR L RECULOPT." J L--- — --J L L_ — J L L I L---- -- ® ® + S3 C14 ■ S3 I S3 ■ �' HOSE HOSE HOSE HOSE (2) #5 VERTICALS I (2) #5 VERTICALS I I I I (2) #5 VERTICALS I I I (2) #5 VERTICALS BIB WIIN FILLED CELL W/IN FILLED CELL BIB W/IN FILLED CELL BIBS BIBB WIIN FILLED CELL V-8" 8'-0" 1'-8" 1 0A 4„ 2' 8'-0" 11'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN e+ra pc + N � U� O 1.1J a� m Z C f0 C.. N _ SO YC W a w M C Q dry � ac 2 dE.� -� ••� V of » CL s' M a M Q 0. tO Ft0 w/v �,f"NSE N "'• r., FLO o ••....... P� I?OFI 4�t4�'��` SS10 0),, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) E o 0 LL l L z oe� 0 _ � N �� ;w N LLW W o❑ 0 V 2 z z � �- I U N z 5 LL ■ T GI) Lo W V � �V) W � U al d • r• Q S� M E a g ° o E I— �i R O 6 on "o z C, N 1 O i zYgLL c 8 8 U W -58 G 0 cb E cc _ (d 00 O a m ,Cc CD o = OO O N Ill) 0 M N C) d) N_ Cn .. � 00 r 06 E E N c Ch O Z M N E CD m o o wi f° i= a JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =1'-0" Ak 4 00 MIRROR � 1 , { I Q r Ll--I� I 1 � ® ll LJ_ BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd DECKING FLOOR ONLY) co � 11 F. FL. IT rnl F. FL. Co WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 38 J 18 J X 374 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 4 X 62 J S.H. 16 20X72 184X71 S.H. 1H2 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 J X 50 26 x 50 S.H. i H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501J 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 Z X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. 0 f? _ z 1 F. FL. HANDRAIL DETAIL �- 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3' FROM EA. END. 1 1/2" MIN. CLEARANCE 17 16 1 1/4" TO 2" DIA HANDRAIL NO 15 LESS THAN 34" 14 N, NOR MORE T 13 S Lu THAN 38" ABV. 12 CONT. Z TREAD NOSING 11 10 HAND RAIL � METAL HANDRAIL BRACKET T11, BLOCKING AS REQUIRED 2x STRINGERS 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 0/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS DRYWALL 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 dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding ''Y2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. I A S3 It V-4" 4" AC PAD I I ILVERIFY A/C AD OCATION OF ------------------------- _ OUTDOOR LIVING -...-...........■ 9'-4" CLG. A.F.F. CONCRETE 6'-0" 10'-8" 6'-8" 3'-10" 3'-10" 2'-8" C 6068 SGD 5-SH 2468 76'-7"" T-11" T-2" 1 o I S C 0 © ai ; I DINING o KITCHEN LO Z110 9'-4" FLAT CLG. 9'-4" FLAT CLG. TILE TILE I 55 DD �. U.N N in b in STONE VENEER 16" SQUARE- CMU COLUMN ►:i, 6 - - as ►:► ►1, it 0, .1 ►•- - -' ►:� ew ►fir - • Nt ►�►, ►t F2 ►�► ►*8 ► t, ► ►4-t li! �• N6 i� A ,0 ►fir, ►• ►N , ■IIIIItla�li� ►!� � ►q iii= ®�■.7� ••► 6'-8" 2'-8" 4'-4" 2x6 WALL - *NO UPLIFT* S4 - - FLRG. LINE - - -- H1 N J E3i�1tp TILE cr • FOYER _LL(Q 9'-4" FLAT CLG. 2868 TILE bo EDGE OF SLAB 2" °P (W7H - T.O.M `t BEYOND WALL N 9'-4" a T-0" O 2'-6" ■ ©3068 BUILDER TO PROVIDE APPLIANCE 2'-0� 4'-0" -0' PROTECTION I WHEN 2'-4- 4' 8" REQUIRED PER EN Y Io FBC 9'-4" FLG. A.F.F. 1-CAR ARAG E CONCRETE -------- - 9'-4" F TCLG. ® M) `r CONCRETE ■ ® it ` g ■ 4 N 60' O10 N ------------------ I I co I I 00 I ■ LINE OF 2nd STRY. ABV. + I **NOTE * I O I BLK. WALLS RE 8'-8" TALL FOR "A" NIT 5'-8" o HB FROM FRO T OF K GARA E TYP. @ I I S4 GARAG N 8'x7' GARAGE OOR '4' 5'-8" l'-8" 8'-0" T-0" 11'-4" 8' 18,4„ o 1ST FLOOR PLAN -UNIT-A 1532 SCALE: A"=V-0" D1 STONE V-8" 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 >9'-0" 2x6 SYP #2 16" O.C. " WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C." 10 THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH 40 ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- 10 s � YO Eh cog TO C 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) MOD 25 SH (39"x59") EGRESS ' 18'-4" -r: OWNER'S 55 BEDROOM D1 TYP. U.N.O. 8'-0" FLAT CLG. a I CARPET T I OP 17'-8" to 6'-4" 4'-4" T-0" I ® M.C..0- - - - - R&S O. BATH I 22"x36"---------- \���„/// 8'-0" FLA CLG. ATTIC CARP T ACCESS / jW I C I io 00 iv 1 \ FLAT CLG 1,0 iv N ( ~ N I \ /�CARPETI Cr 0 I \ / I I R&S 's 2868 ES 6 'P - I 7 co c� N 60"x AHU WERP I~ 10 1 5' 114' 4'4" T-4" I I 3'-8" 0 ' LOFT I ' I � - - 8'-0" FLAT CLG. I I 1 • CARPET 15 r 1/2 WALL I CAPPED N S 0 ti60' CLG In 0 BAT 8'.0" FLAT CARP M.C. T It WIC T-0" FLAT CLG. CARPET 266$ - R&S ■' 2668 BEDROOM 2 8'-0" FLAT CLG. CARPET 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=V-0" D1 N o) t OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GO SEES 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 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ Ill 11 1 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N � N GO 0 2 G `-+ > w 0 c eovN m k 1.21 a+ 4 ++ N Y 3: 6i Wam vac 3 :a ; N d C I= A 0 o. v 0 w VV r���'" •. `' Q '*NSE • •� - a Q O W W r� 04 t i CE, � -� : � ••' FLU ..• X0 011`��� EIlt To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 0 04 C, 62 C*4 Q # LL .4u_ U. a _ a co me `� Q' m W 3 2 N0 ILW Z N O 6 (1 v❑� W a c7 2 !P z �Np F z z g � �Co 4 N 'U 0 W Ln c as 04 CD I __J zffi Wo ,p OaR Zo ►- r0 20 u 51 o U Z O E M a i N M SWl adz mo C I8c� yU gLLr Z ...r' J 9'. w; QZ 2 0 3 �0 W � aLL NZ �S , � 2I6 U c T > N B C7 C :> C6 TCNJ E to � 00 _ CO c O _r a. C m Co o O coo � � Lf� 00 O N cj t F- o0 0 �r O M (V Ifs O C? aco � I- r 00 ai pp N try r o E9 Z Z O H E O W z a U _J Q J JOB NO : 22-12568-12561 SCALE : AS NOTED SHEET NO. 3 1 OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR i f ��i -i �\ TOWEL BAR + f i d0 O {_. [A, M ' l V (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. Y -� F. FL. u BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) - FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37J S.H. 14 20X50 18JX50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71 J S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X381 26x37i S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 ii 36 J X 37 3/4 S.H. 24 37 J X 50 I 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 371X72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 52 } X 37 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 4 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" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" i i r 3/4" PLYWOOD DECKING i i i i -\\ i i i i i Li i 18 16 iT i 15 i� 14 ._._ i� 13 CONT. 1 HAND RAIL 11 10 i \--2x STRINGERS 2x4 #2 SYP. P.T. THRUST L 14'-2" BLOCK W/(2)-1/4"x 31/2"In TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = l'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" 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 e (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. 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 AF� HANDRAIL DETAIL Stair and Ralllna General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Mawr Might: The deer height shall be not more then 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 Used 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 8 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 'A 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. Handrells: 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. Handrells adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Gri"Ize: 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-steir 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. z D1 TYP. VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 9'4" CLG. A.F.F. CONCRETE u„ 5-SH r- - - ----- I 1 REF 2468 BF I 100 O I 3 CII Z KITCHEN 9'-4" FLAT CLG. I I TILE I SINK w/ DISPOSAL D/W I r I I I L - - -J 1/2 WALL. CAPPED UPX W.H. 6" CNTR, AT 42" A.F.F. 1V GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" GG S3 tO 4'4" 2'-8- NO UPLIFT* Q S4 H1 V) 08 IY I N I 7�i 2868 EDGE OF SLAB 2" 7 1 BEYOND WALL BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE 91-4" FLAT CLG. C NCRETE 4 r- - - - - - - I I ---------I I I _ in I LINE I OF 2nd STRY. ABV. ■ I ' NOTE'* BILK. WALLS ARE 8'-8" TALL FOR "A" UNIT 5'-8" FRO O FRONT OF ARAGE K ARAGE STYP 4 I o HB 8'x7' _ ARAGE DOOR 18'-8" 8'-8" T.O.M. r T.O.M. 1ST FL 1 V-4" 6068 DINING 9'-4" FLAT CLG. TILE FLRG, LINE FLRG. FOYER i 9'-4" FLAT CLG.7_ TILE " F-:9' `-----4 � T.O.M. 7-0" L 3068 O STONE VENEER OOR PLAN - UNIT-B 1516 SCALE: Y4"=1'-0" 1Anr. RFV 1n 1 9n r AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-011 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER rHAnl o _n^ TUEIu 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 2nd FLOOR PLAN -UNIT-B 1516 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 QD +28.3 / -37.0 UE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH 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. Bd. or equivalent applied to garage side. e From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2,1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N O N Z Q W O G [J d R` G C M C� N - •� m x it 'n ra o H-.91 N eO @rA = o •- u m ti Qa e E 0 a 0 r�`��r�i IR O W ' <J � `�f•' • `J O O - V- •� �� F L Or�t * •� �? �` ie�f,/,'ARC F E S -�,, a�P\\`\\\ t l lltit����\` 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. Lo 0 W C n t 93 0 4 W CN q, C J uJ. _ _9LLIL a tagcc W w MWO~jO' Z m - M C'iZ N O U y W ❑❑ V z a V) z 10 vNu_ 0 LU g �V) ' ° U Q 0 N OD _ M o w LJ1 Eo o a� Z0 Q Z `D C t � _ H �o0 Z COQff vJ J ffi tZ 3 3 Fb 8 6 U W L>�Z N LL_ Q 5 r Za co v �kk_ C COT- 0 >ca c6 E 3: 00 _ (� o O s N Q7 Ln C m ti o O 00 r I=-- 00 O O N M Lo ,,� ai �.a t 8 T r 00 ii pp 04 M - o CEo OZ E O v; g Z to m a U v ai Q p `c JOB NO : 22-12568-12561 SCALE : AS NOTED SHEET NO. 4 OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR 4 } . It 1 1 1 '_4-1 TOWEL BAR�- J;41 M 1 .-­ Ir _ co o {- M' b STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN =14'-2" 3/4" PLYWOOD DECKING F. FL. F. FL. BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) N, N, N, ----------------��-- 18 � -� 17 � � 16 15 14 13 0 2x 5 FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 251 S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 } S.H. 16 20X72 184X71 J S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11­13 271/4X38 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X71112 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 381J 36 } X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 4 X 621 /2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. CONT. HAND RAIL I] TYPE STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS rn u 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" TAPCONS . 1ND.c.AND HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winder: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the 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. C it a VERIFY AC PAD LOCATION OF A/C PAD HB I11106 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'-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. ... ■u ■u noonOUTDOOR LIVING ■:. ■■■ ■u :�: ... nono: .;.. ::: • noon: ■n ■■-r 1 ■■ME-- ■., ■■. ■■■ Live ■a- ■■, • r id ■■■ ■u. i y�, � III III p., ►.►. i� ►► •�•• •:•: ►• DINING i ►� iNC NN • ►:•: NN • ►�►• ;Nt 54 4 •�'• N-i L•: ►:►� RN NS � DISPOSAL ,.,. ':•: r•-i ••►• ►,�, .• - - - ►:•: •i•: ►�►� ?;.; ►;►� 1 ;.:. t ii• �• ►►• S!i .. ,.,. •; ►:•: SN NN NN .•: ►o. ►�': • • N NN •:': ► ..• •••� ►•►• •noon NN 6t iW /� ;•;: i34 ..; v •:•: 4 • - A .. 24 .••• 04TILE NN 0 .�.� 0•: •.►: 0 00 • EDGE OF SLAB 2" _1 9'-4" BEYOND WALL ►, . ►,., 1 ■■■■■■IIIII '-.I.I■■■■.�!. BUILDER TO 1 • PROVIDE ►; �••• ;PROTECTION ::! noon! APPLIANCE ►; •••: 5!4NIN ■■. ANI noon! ►i'•; ►��� 1.4 1 -CAR GARAGE ■■1 •.•• �.� ► ■■1 ::I • •:•i •:•: ► .,; Evil Evil ENTRY , %N i! CONCRETEnoon! ii Evil ���� •�•� :: Evil Evil • • ���� noon i•; NN �•�• •�•� • • noon!NMI •;•; :; noon noon •;• Evil • • i�i� ;. noon 'evil ;.;. .. .. on, .60 " • ■■1 ►... .., .. ■■l.. GARAGE Evil , ►•► �•- Evil '.. - ►o• 'lll�• IIII O STONES` L 1'-8" L 8'-0" H L 1'-8" �, VENEER 1ST FLOOR PLAN - UNIT-C 1624. SCALE: Y4"=V-0" F-- __ • WHEN THE TOP OF WALL IS GREATER THAN 9'1 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: Y"=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 OE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET r_U SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bi or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. 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 •'MASONRY BOND 1 •• iiiiiiii:iiiiiiiiiiiiiiii • � • . i■■uuu0000uuo■I 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. M cal t. N � c Z Q d� > W 0 - m to C r N .0 N S d 4 N � � a fD Q- N C I� H 13.E c E � o ,r. '< con i S FUO�:•� oie �O F E s S o`r111111 r l l lilt" To the best of the Engineers knowledge, information and belief, the 8Wdurel plans and specificatlons 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. in W E cli •► a M V� •` LL LL Z 13 LL a LL-6 i° °� n 0 �� 0 W N pj Of ix Z � M Z Q N z OU b3 W ❑ ❑ 0 z_ Z a Q v a z o 0 In W c � w �I ca w a 11 $ 0 < R W• Q 0 U �i oa F� �ru ag �U Z N It ram-• � 6O 0:Z Cn C C N g� Jb �0 W oG �W V c c�--• In 120 ^ c6 E (0 00 - Is IT -CV _ coc O � O h C an � to T =' In '� ILL. �- CO E oj 11.1') F- '� O 00 CD CO CD 41 CO N M r r-- o ME o O iri d m a U S Q p JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 5 1st FLOOR BUILDING PLAN SCALE: Y,e"=1'-0" C" N . N o � =a > w o L cc C.21 a anX rOLn O a. y NO .Q 04 O) CL s E s c o> c io y (i >a u c o ca c Q CC o O. u 0 0Cx W %`r Al • �N J C1 Ci o ''•••......••' �, OV' \\ R 0 F£ �N S S 1 � �l��flftJtlilh�l\\�� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) V 0 `EQ 04 N O1 -C? i% 61 0 ~ U. a LL U.a Z 0 0 'a rrn a- m W W Z LLW 0 �jQ' � w 04 Q M Z 0 N OU O ❑ Z Z Q rZ N en Z 40 LLJ _ g O w $JAIL = N r- N w < s�°o M J Y z� Z O Q E � w� w� z ~ r0 CD fo R NL ` rd �xg p mtt Z�C J W N a U gro w o N _ W. 1� 04o 2I� T ui CD Um N T— �.�i cQ T W CV O L C co ILL O 00 ,-- ~ 000 00 C `N 4, O M N COO 00 r 00 N M o Z E 0 c a 0 -j 4 a o JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 6 r___,. __,.. _. __.... .. _._.. ____ _ __ ___ ._.. _.._ _ _- _ __. __ - ____ _.- __.- _ _ _ ___ ______ __ _ _ ___ 144'-8" __ __- .____ -__'_ _ _.. ._- - - - - -_ _ _..___- ___... _..-- - - - - - - 18'-4" 18'-0" 18'-0" 10 18'4"10 18'-0" 18'-0" 18'-0" 18'-4" 1100 3'4' It 12'- " 3'-0" W. 3' 0" 12'-0" T-0" 10 3' 0" 12'- " T-0" T-0" 12'-0" It T-0" 01, T-0" 12'-0" T-0" T- " 12'-0" It 3'-4" o L ;0 v L LO OWNER'S BEDROOM UNIT -A- (1532) OWNER'S BEDROOM UNIT -B- (1516) OWNER'S BEDROOM UNIT -C- (1624) OWNER'S BEDROOM UNIT -C- (1624) OWNER'S BEDROOM UNIT -C- (1624) OWNER'S BEDROOM UNIT -C- (1624) — — — — O. BATH --\ -----I E) I / WG I \ / I 01 ._.Y. -------- I I I I BATH LOFT mi° ------ BEDROOM 3 BEDROOM 2 ® ® ®■ ■ 6'-8" 11'-4" OWNER'S BEDROOM UNIT -B- (1516) — — — — E) I 0. BAT \ I I WIC /I L\, _ 0--Jl ------ I I LOFT I I p BATH I LL------- BEDROOM 2 'i* 6•8" 11'4- OWNER'S BEDROOM UNIT -A- (1532) — — — — O. BATH IWI \ ! I ° JLJI ------- ao a I LOFT I I I ■ ATH 2 ° ■ WIC I BEDROOM 2-------A ■ ■ ■ I °Q In 11'-4" T-0" 4 LO — — — — — — — — 0. BATH 0. BATH CI LyJ L L J 4>< I I I LOFT 1 LOFT I ® I I I I ° BATH ATH 2 G WIC II 1 I LL------- BEDROOM 2 BEDROOM 2-------� . . T-0" 11'-4" 11'-4" 6'-8" — — — — 0. BATH G WI(1\ J.L _ I I I I LOFT ATH 2 G ------- ------ BEDROOM 3 BEDROOM 2 �' '® 1� ■ 11'-4" 6'-8" — — — — O. BATH --\ — ---- 0 / W 1 ° JG ------- I I I I 0 BATH LOFT °Wj ------ --w� -- BEDROOM 3 BEDROOM 2 ® ■ 6'-8" 11'-4" — — — — .0. BATH O \ / q I ------ I I I I LOFT ATH 2 ° -- — WIC-- ------ BEDROOM 3 BEDROOM 2 ■ ® ■ 11'4" 6'-8" L& 1 '.4" 18'-0" 18'-0" 18'-0" 1 '-0" 18'-0" 18'-0" 18'-4" 144'-8" 2nd FLOOR BUILDING PLAN SCALE: Yjs"=1'-0" rr, N 0 N CG c 0 as — Z —, W CL, N V CW -tama cG.. r C u N A c+ NBC this Q , N tillall as "y E — c x 3 Ra 3 C- ` Lo a rz , �. N d � C � O O N Cx K n✓ c cm • FLO `YOFe ssIo,,r`0,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers slpneture and seal is only for the strrctural engineering poAions of the drawing pages bearing Engineers signature and seal. W 8 00� I» Vi n n P is M vi M v r► LL d1 J I11 C LL V - L LL LL W a y� W ��~m � 5 ILW cc 0 ZN o ci 8 W ❑❑ Ur v zz a •�+ i>3 w •u p �O w W J — a 8 u I[' o � LL c � 0 LL ZO O u Uj 0 o e F- C C E x oa o az Z N ro � C Y ~ ZLL z J �ai 00 NNW l U W �_ S2Oil- Nr zl°d 3 C .017 2 CI-4(7 ca T �, � (� M W— W T co C Q M_ can 11 li O CD 60 T 00 p N � ~ CD M N 1 N U-) 00 y 00 N M T r 0 E os 0 E E 0 c m n E v w U Q 0 c JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 7 II" I RIR r T.O.I 911 0 I i5 1 rr ----------- B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" A WATER TABLE DETAIL SCALE: 1/2"=1'-0" 12 4.01 c CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 12 �4.0 wwwwwwwwwwwww �- �wwwwwwwwwwww w wwwwwwwwww w��������� �tr�.r.'rl'�rr.��'����i .r" .� �''rr'.r'�ir�� 'iinl.r'. "rir.��r.r.'ir.'�ir�i�r��'r'•►- ��.r'i�'i�.r.�'.rn'�r'r'���r..r.rlr Rr �r r'�r"� — ����'nr.'i''oir'��irn�iirrn�lr'r'.r.� .r.���i �.�tr.�tr�.r.��rlrw..r. .u.r. 110�100� � �+ 0 ■■■ ■�' - ■ ■■■ ■— 0 0 ■■■ ■ ■ ■■■ ■ ■■■ ■ ■ ■■■ ■ - ■ ■■■ I ■ MINI No ■ ■ ■ ■■■ ■■■ ■ - ■ on 0 0 00 .�■■■■_ ■■■■■— 0� 0 ■� MEN00 �NNIN _0 0 0 1110001 0 0 0 0 �0 MEN 0 �■■■0 00 •r •r r jiT_��i'i-�� ITi•ro�i�`_ ■ r TEXTURED FINISH r TEXTURED FINISH r i=f�i?•TiiiOf�li r .�t�t�t��t� lli3=�I�r��tilr�t��. /it�t�t>�tr�lRrtirtr. trr ri�`'Pr�_ rll�t�� I��ir%����Rr������i�� ���I��r���Rr���ir��.rlr�r���__ _ I�I'I IIIII III�I I'I I� ■ ■■ ■■■ ■ ■ �I�� �® ■C70 ■ �� �© ■ I �■ ©IMI■■ ■ ■ 11 ■ ■■ 10 ■ 0■ ■ Fo-Iml ■ ®� 01 ■■ 01 ■■ ■■ 11 ��il ,• op Elm I I I��a f�fli 1 M L" T� N� ..��'�Lr� i"'� NIN�_L �J -IiiJ AIL' i�,a: Geai '6 9 `,i al �71 ,dG i I6 �� r�M: jip i i C=J,Ir Ri7rh CII li7!. �:i rr+'- h r I��7[! ! ! �!lc--'il 1Erm ■ Ir®.t■r I�r� ■1�1 I� tt�iil �.� 1�1■ IIJr _�,• r�r� It�i �r�w. �� I'�tTit� rMI� _ h�]� i"C r■r■ hail r:r: rrr• ; 7• r••- •-T r••- 1.: r••• ..• r••• 1.: r••• 1.: •••- ._, r••• •7 r••• 1.: r•r1.: r•r- •-• �••• i.: •••r••- r••• 1.: rr•- 0 0 FRONT ELEVATION SCALE: 3/16" = 1'-0" 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT UNIT B UNIT I UNIT UNIT UNIT UNIT B UNIT REAR ELEVATION SCALE: 3/16" = 1'-0" P N N . to c N W o Q - Is_ r o C ccC> CV -•^+ LA x to Cc (= ►- o R Q N CP N a, •,o�Q cc a•� t to � a •- a a. c E � o /o�rrfrr/ IV E � CN J '�o * O _- SSION�� To the beat of the Enpineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Enginrer's signaturo end seal. 9) 0 $��m Q = l�L LL LL d a 4 w 0 ` °' °i m ILW = �i co V) OU W pp Z Z � J d N M 4- J N LL LLJ 0 N �N rrr c Y U U Q 07 Q N CMpp U- $ E ao z• O �a Z N r6 SQ E x �i N c m z �€< �ogW�W W� y c o r L• N T 1 �� E co M T CO CM n a+ N �O _o C m u- O 00 T 00 O CV ,y� SOT] a co CD N M r co g pp M T C c � E `m c a E U ¢ p JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 8 12 �14.0 SHINGLES ---— — — — — — — — — — — — — — — — — — — — --- Ir TEXTURED FINISH o 60 35 SH 25 SH 25 SH T.O.M. HDR. — — — — o _ , 00 io 2ndF.FL. _---- CLG. HGT. T.O.M.--- AT GAR. 8" FRIEZE — BAND rn ;0 iio �r 0 F.FL. 6" LAPS SIDING TEXTURED FINISH 4" TRIM -/ — — BOARD — 4" STONE STONE VEN I 12 4.01- B —6" LAP SIDING TEXTURED FINISH �- 4" TRIM BOARD 0 STONE CAP 'ONE VENEER T.O.M. ---- HDR. o O 00 is ----_ 2ndF.FL. — — — — _ CLG. HGT. T.O.M. AT GAR. `— 8" FRIEZE BAND 00 Os v 0 F.FL. LEFT ELEVATION SCALE: 3/16" = 1'-0" FIBERGLASS SHINGLES ------.__------------------------_-----------------------_-- �Q TEXTURED o FINISH i 00 �r o -- 25 SH 25 SH 35 SH RIGHT ELEVATION. SCALE: 3/16" = 1'-0" T.O.M iT 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. txtenor Lovermg 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.xl-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster, Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 cV N cz C*4 co C2. o to 6/ o 32 CC N Y � �, CO E w s Co UQ Rdd.a � . w oo� C y c N d 4 a. w 0 t Ill/0/-11�, \\,11111111 _N • • ,ter 0. •�� cF 4 LO 'z. .. ,����✓ 4'4O \ F E S S t Oar\\���* 11'f1/111111I II1%"\\\\\\ 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 - Residenfial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W W C3 fA a fh a LL _ � J L- WW 0 & W WW C sern 414; i 0 W' C4 o c�� 0 CC Z IL W co N (h Z Zo car U W U) OD z z z a � a N 4J z r, 0 � • fa N 0 a T� V 0 w W "- s� z0 Q o v wo s Z � C'4 o w i �d go �' cf) oaf Z a $ �Z 0 •� T d. <6 QO t-- _ co O CV O r �to 0 C m to o a0 U O I=— 00 O O N 00Ito N U) O T N ■O �.l-J 00 � r O O E O H Z c m FLU p O JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 9 April 09, 2018 Beering Well Rating - 2 MR Nonbserbg wag Rating - 2 MR This design was evaluated ushp a load design ngtlled other than the Lhnk gtatea Dsetgn Msthed (ea., WatitMg Otrese Design "had). For lurbdletlens ampicying the LknR States Design Mthed, such as Canada, a bad me ricelon faeMr shall be used - gag GuidaJLVV ar J)3WV2 ■ Indicates such produces shall boarthe UL or CUL Certification storkMr jurtadietlam anpbyrng the UL orCUL C eWk& tan (Such as Canada), raspscuvely. t e 1. :r' r+ I E' Atfw. t 7•a 4 '� r i � a I t D1 r g t 4i r P I C �4 4 7 1 T Horizon(ol Section LJ 1. Cone -0 Bbels• - Various designs, Classification D-2 (2 hr). sor Concrete Blocks category for list of eligible manufactwers. son - Blocks laid In full bed of mortar, nom. )/a In. thick, of not less than 2-1/4 and not more than 3.1/2 parer of sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical Joint@ staggered. 3. Portland Cement stucco or aypoun Finisher - Add 1/2 hr to classification a used. Where combustible members are n-mod In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classglutlon of 1- 1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Mason ry Fill - If all core spaces aka filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), crater repellent vermieulke masonry fill insulation, or silicone treated padits, Iona nil insulation add 2 hr to classification. S. Foamed Plastic- - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (tam 1). ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation', 'EnergyBMald Pro 2 Wall Insult lore', Energy5hield COF Pro and EnengyShkid Ply Pro CARLISLE COATINGS At WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge I CI Foll Exterior Wall Insulation" and "Enverge ' CI Glass gxtedor Wall Insulation' HUNTER PANELS - Types Xcl-Class A, Xcl 286 RMAX OPERATING L L C - 'TSX-8500', 'TSX-8510", 'Thennasheath-XPt , R ', 'BCOMAXchermasheath-3', 'Dumsheath-3" THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Ught Duty Insulation, Thermax Heavy Duty Insulation, 7hermax Metal Building Board, Thennax White Finish Insulation, Thermax ci Exterior Insulation, Thermax )(ARMOR ci Exterior Insulation, Thamia■ IH Insulation, Thermax Plus Liner Panel, Thermax Has vy Duty Plus (HDP) and TUFF-R"' ci Insulation 5A. Saildiag Units - As an alternate to Items 5, min. 1-In thick polyisocienurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 In. RMAX OPERATING L L C --Thermesheath-51', "ECOBASEW, 'Thermitabr CI" • Indicate* such Products shall bear the UL or cULCertRlcration Mart forlarbdlettoo ale fiWa0 260 UL or eUL certification (such so Canada), respectively. Last Updated on 2018-04-09 GA FILE NO. ASW 0810 PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1' x 24" proprietary type X gypsum panels inserted between floor and ceNrg runners With at" H stud between adjacent pairs of gypsum panels. (NLB) A 3/4' minimum air space must be maintained between steel oompolterits and adjacent framing (as Indicated by dashed finds In sketch). As an BNemate to an air space, the steel COmponaNg are covered with 6' wide battens of 117 type X gypsum wallboard or full sheets of V2- type X gypsum wallboard screw attached to the steel components. nun . Sound test ed with 2 x 4 stud wail faced with 112' regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides. Height limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC....................................... 1" DensGIessO Shaftliner kinks IMKITI-n 0AITITIT AIf1AI k/CAITCr1 COCCIT 2 HOUR 65 to 69 STC FIRE BOUND A :( ,) Thkkness! 3.117 (Fire) 1144" (Sound) Approx. Weight 9.5 pef Fire Test: WHI496-1290, 11-15-94; ITS Design GPNUA 120-04; WHI495.1214 3.15.95; WH148b07436 0744, 1-28 8r 30-86; ITS 3100a14C000R 8.30-06; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: RAL TL10-291, 8-31-10 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** glues to be verified with Manufacturer Specifications) (V Pe ) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) NON -VENTED SOFFIT -' `- NUN-VF-N I W SUFIT I SUFF 1 -_. EXTEND THE (2) LAYERS OF 1" THICK USG GYP. - - - - WALLBD. LINER PANELS - OF 2-HR. WALL INTO _ SOFFIT AREA ' PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2X6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" FIRE CAULK EDGES AT EACH SIDE " DBL. 1x PT NAILER 1/2" GYP. WB, 1 Hour Separation Wall 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 POSSIBLEUN TO ER SIDE D OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. kinks VCaiTr!r% o/1(_t•IT 01221111 Main Floor (Zone 1) Main Floor (Zone 2) 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 Provided by ATTIC Upper SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SO. IN. of SeeElev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators 901 865 124 432 31 886 851 122 425 30 Upper Floor 1012 972 139 486 35 (Zone 3) 216 213 0.0 2.0 276.0 276.0 0.0 276.0 0.0 2.0 --- - 0.0 --- 276.0 243 0.0 2.0 -276.0 276.0 0.0 00 20 Upper Floor 1008 968 138 484 35 242 276.0 (Zone 4) 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. NON -VENTED SOFFIT reVle-ee-le I LV WWII 11 NON -VENTED SOFFIT NON -VENTED SOFFIT ROOF PLAN 4 " It � N 0 Z o us t Q ---s ai a ccn e0 m X r C LA- Yf tc O y C4 to sC N ]�C d as der a xr''3cc y. eo y as y 21. c c ei A 7 S Ut In. C tv o Q- La O j \N111111 11/� � SQd 'd r '• .� •cT11 ' F61� _ �� O '�; U w z ZJo r� '•.••.. F L .••' ,. ��►ulrnn►\ 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. E 0 -1-co � LO sic l041 0 � LL J LL M LL *1 LL a - c d Y :R W hoc �9r� m W W Z Go " "Z Q Z U' Z Q � a U) (DI4-J M Lu. 121 :11 u � s O L.L.1 V) c C11 Lu J 1 ' U Q sm � M w -r tO E o NC S Z� �ryj Q N O QQQ¢G S fu N G1 L ¢w¢ g a 0Z J Z N C:fc - C yo >� 3 g U a W 0 �. U � of 0 to �= O �2 �O a if 0 qW U }i .� r de d C 1i c7 r e E (0 4:1' 00 O ce>Ln 1rs O� �.., C m I L o O 00 '^ E 00 0 c LN Cn c d) 2� T pOj e -5 E M r d Z E E O H Z c 9 c JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 10 SYMETRICAL LOW ROOF / FLOOR FRAMING PLAN SCALE: Ya"=1'-0" PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2'. B I 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 R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 "" 8 -10d x 3" JUS26 1000/1080** - 8 -10d P HUS26 1320/3235 "" 1335/2820 *" 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 *" 1720/3125 "* 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D INKERS & NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRIG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2"' " MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 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 (+/- IT) "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("'). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6.0" ON A HORIZONTAL PROJECTION. (A) OR 2 PLY ;ARRIER 12 PLY CARRIEER—f -(A) xCONTLEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS El (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 It 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 (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 1 2e I2n 2r 1 3 1 3e I 3r 10 HIP -35.94 1 -49.57 1 1 -49.57 1 -49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1-78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 (24/f6) or 19/32" EXP. 1 OY16) TILE: 1V32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] . a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] t►� two 0 t� ts3 0 U_ 0- 'C-4 � a+ � rY 3 ra io y ai r� m yam•-� y G. c E ry o a tj 0 i NS . -- P R O F E S S 1 !lfll{1{11 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 Engineer's signature and seal. W a o Cg, Co 0-0 O - n p di Mi wN0� a► LL aj co v J I14 V = 103 rCa J LL W J LL LL W a o Q. t r ra �E o 11 LL d Co N M Z ¢ J O U Co Z W 00 z z o V d. 0 I v �4-J CD i� W LU w � Il D Q) O �V) = gW A M U w ' x : I C)co � O I seo O w z M LLp E p� sLL 4F zo Q E � C O .�.. i �s m U c ov U Wr- o Flo � FW _�< ax o 0 •� T 2cc _ C T GQ E A (a W T c0 o p 1n T1 CV7 C m U- V CD00 T E ro 00 O N LO c 9 co CNI & ci\ U-) 00 000 04 M r 0 E z CD E Q `m N a E U � Q p C C JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. F_ ROOF FRAMING PLAN SCALE: X"=V-0" SYMETRICAL NOTE: Is SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dxl 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 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"4" 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. p 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 R77A 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% 8-1Od 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 1 5/8" ANCH. / 26 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B ' 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 `" 8 -10d x 3" JUS26 1000/1080"' - 8-10d P HUS26 1320/3235 "" 1335/2820 "" 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 "" 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w (14) 1/4" x 2 1/4" TITENS (( PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 1 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" ' MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 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 +) (a) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD V EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY 'ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s" EXP. 1 (2%5) or 15/32" EXP. 1 (3�1'6) TILE: t%' EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 75/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] N � N to � c 0 a >W Y o »y c n to O a- 'N N d G 'Q N ]C as m Et-. c c m u Q � 3 � io y a> u a a� c a � Li' •figg T � N c E cc o a � C) 0 o \`\`���t,11111111IIV 44� NS E ro Ce J DO z U . �� FAD 4 ,'0f �ROFE8S��� r1 1111111 11100�\ To the best of the Engineer's knowledge, infonnadon 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 0 00 °° M 0 ;r LL C LL J W 0 ,Q V LL LL W a a. Z W 'ogIN W 65 Z Z C"!d IL < N OU 9 8 W 0 z2V z v 13 !: V) ;2xri C/3 L. � U O O Ln ' w N M � o� WK s E�o E o i B'- Z CU F— EzZ ro o oa C-4 LG O CO � QU y0� TQ2 z ZW 1 g W a � 'o �.1° Yrg C:)a H _Q is �0 r Cib E 00 tV 4- T C m U O O 00 T 11) E 00 O N cN L ~ ,� O 00 N � Ln 00 ai 00 04 M r r o z OO Z � Ecc Q. v s ¢ o JOB NO: 22-12568-12561 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 DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET piiip HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-H PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER LL ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I i I I I I I I I � I I LAV .J I L TUB/ W/C SHOWER LAV ti W/C SHOWER _.znd � FAR STUDOR VENTI , DBL SINK T� W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 96 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 THER LOAD OTHER WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 1 0 1000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 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 C 0 94 200A Indoor Panel Center Cable #4 Solid COPOIER Ground Rods at least 6' apart typical 150-200 Amp Electrical Riser Diagram TOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF -HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. a DISCONNECT 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. OUTDOOR LIVING ~ I I INSTALL LIGHT ��S /i> ROUGH -IN / FOR OPT. < FAN/LIGHT j `� GFI . V, -(ID (GFI 1 DINING KITCHEN 1 "o, 6FI �O GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK 141 GREAT ROOM <,\ /�>ROUGH-IN\ `H' FOR OPT. 1 <FAN/LIGHT ` I 1 / FOYER '�,, I I\VADB EN RY I WPo- LIG TAS70j,,,eGF19 PER SPECS DB&GFI TO BE ALIGNED VERTICALLY C.M DEDICATED ►i0ORECEPTACLE FOR _ �.�MICROWAVE ►.. .,.; RANGE HOOD PER j UPSTAIRS t 11 NA%71 - en ii "�l - -, OWN GFI @ 44" ` \ ` `LW.H. A.F.F. ` \ 0 I \ 1 GARAGE I I 1 GARAGE LIGHT AS PER SPECS GARAGE *DOOR GFI r— — — — — — — — — — — — — — — -- I I I I J I I I0 Z I IQ IO Q I IW J I la In I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532, L___ --- -- -- ---- — — — -- - - __ . 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4"=1'-0" 0 N ca d > W 0 N �mx W_ d- viC M O ► N y O J C'V 9C � N E s C. d Ca co E b o 0 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 Engineers signature and seal. 40 W C 00 ENO Q �► 47 co < J , C J LL W LL = 13 LL uj tMg o W 0 W ^- I °' °. m Z IL IL MZ d z OU9� W N z z Z � QJ � 4- O c w o U E sff ao Q 0 Z E N 6�gw� E CO� �rz g Z gi 8f 0 g W T 6 Nw o T— o . iu T t6 cv 00 T co C O n r s C m co O 0o U_ O T 00 O N U-) 00 O c 9 N pOj M U.) 00 00N ui 4 CDN M r c Z Z E E L c � 0- E ci :3 ¢ o JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 13 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is Intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed In accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits In all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET VIM DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX f WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Qr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FP PUSH BUTTON SWITCH (OPTIONAL) HO 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 J ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ��19 G J ROUGH -IN FOR OPT. CEILING FAN 0 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 44 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r'. I I I I I I I I T` I LAV .j I L TUB/ W/C SHOWER LAV 3" VTR )IL I I I I I I OPT. LAV LAV I I Ll ti W/C SHOWER STUDOR VENTT LrJ DBL SINK 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 MALL 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 10 BALAN E 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 NEMA1 21N1 AMP � Tin un w� 1 ki0-200 A10 I I T /—Serial Cable 3R Power Co. Feed ---� 11 1_ l.r-- #4 Solid COPPER Ground N-003 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 a I I I I I I I L_LZ ED A UPSTAIRSF —— — — — — — — — — — — — — — — — — — — OUTDOOR LIVING �;i� INSTALL LIGHT ROUGH -IN FOR OPT. GFI 1 AN/LIGHT I'm KITCHEN I o I G GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM ROUGH-IN"��> FOR OPT.C/, ' FAN/LIGHT Y I I 1 1 I I W.H. 0 / A. 1mom I \ GARAGE1 I I GARAGE 1 LIGHT AS / PER SPECS GARAGE DOOR GFI --------------- I I I Lj I ZIW - 01� I I Q la IQ I U 03 I �L I� IC I rW > 11.4 COACH LIGHTS OR PREWIRE AS PER SPECS DB -0WP I ENT @GFI b LIGHT PER SPE —��°m 1/ / DB & GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL -UNIT-B 1516 SCALE: Y4"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-B 1516 SCALE: Y4"=V-0" M N N ,a d > w Z C= c N eta .Q mx N f0 C7 >m�Q w �dd� �. C-) d C O dcc a�•a� c E o a w 4 N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a 0LoF� E N N 8 S 0 W a �rNi0 LL a Z U.u- MC14� m I z IL L tR�O�jO. w r" Z a r Cl) z N OU v W pp z z a ; z � .O W W o � N c U a ..p N M J E a° zo Z Nt$ L L c YY. NV °LL zr YZ Z�c NZ WU g •� T d' T Ly L m e t:M N N— <6_ 00 �— co C O _M n s+ V ti O O 6o T ELo 00 8 N Lo H OCD M N rn Q . CV r O 00 E 00 04 ch T r 0 Z m E O N B :3 � M FL U _ Q o c 3 JOB NO: 22-12568-12561 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. Ali trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET I DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 4�3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN ;Qr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) i-[]P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ��� G J ROUGH -IN FOR OPT. CEILING FAN <\�� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I j I I HANSON I � BOx _ I I LAV 3" VTR AIL I I I 1 I I I I OPT. LAV LAV PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD TT OTHER LOADWATTS 0 OTHER LOAD WATTS SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 0 0 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100 HEAT PUMP & SUP, HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS I AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I . NEMA 1 200 AMP TC f].IA AI 1 kO-200 AMP I I T / —Serial Cable 3R Power Co. Feed —` 11 1 _!r #4 Solid COPPER Ground Intersystem Bonding 7 1 Termination Per Z. 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. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / C����� FAN/LIGHT i WP GFI .n. DINING KITCHEN 1 i 0 --- GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM ^� /^TROUGH -IN\ J- f. FOR OPT 1 r� � I I I / 1 / \ 1 RY I` T AS SPECS I I u L ILL � J ,0 -w4lco 0 J I rQJEL C.M 1 UPSTAIRS 6 GFI @ 44" ` \ LW. 'H, A.F.F. 1 \ 0 I \ 1 I GARAGE I I 1 GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J I I 100 Z I IQ a I I� Q I Ij 0 I I � I IIW 1 h I11 1 COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL —UNIT—C 1624 SCALE: Y4"=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: Ya"=1'-0" !V 0 � coo ctt �a Q Uu 0 G lV V N � m X _ �+ f0 OCN 3 °= C. d a� E z co 3 � 3 ,� •= cam.+ d n N o 2D N N_ N To the beat 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. fn OtN,, r. f0 N OnD tl! Ci C3 N� M � 2Sz ,a LL 13 LL LL S (1 Z c °� o_ W as � I Z Co w co4 z (V J O U °mod W ❑❑ c0�y $ .� N p Z W N z O4-1 U 0 LL fQ N w m U — � O w ' U w F-- s E g ' ! c ¢ so M w w Z Q _j l.L g�� So p ZY a O E -ra gz Z N gZ ttw ww J C 4 C Z j F 8� Z�LL `Z 5= W U a aY a o T C� N clD y. co 3: 00 t— _ f0 0 0 T C m O 00 U- o _ 00 O N Ln O M C, O� C 0 d) N d r r 00 M pop N r t= .2 M 2 z E v v c a 0 Q o JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 15 METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) PROVIDE A MIN. 12" VERTICAII SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES ELECTRICAL SERVICE PLAN SCALE: 3/16"=V-0" N C t� G Z > LLr c ev v V'4 LA- y y b N s d P cc Q m N Y N a cc WJM ... u 0) � c o A H O- G is f0 O O. U O N O N N 1 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. W E 4 S g$N ap 04 0 Q M e LL � li LL d Z 0 QLLLL Lco PL W ro I-_ � 00 0 Z ILW pj 6 �' M Co K N OU fn Z W L) ❑❑ z z a � :n r (y W � V 0 L. V1 c w J Q CD M o w U- W o �0 z0 0 Wz R oa W Z 1@ r0 N I � g i C: p Yg m 0 �0 ZCn J z Fby OS �U W w5� a v w nj rW o!= O CO >. Csa 00 r co 0 cWI> 0 C m CD00 ,-- ,Co CD 00 © t17 _._ oho M N o� co t) N M L C ') C6 Qj 00 N T M T m O Z a M E O E E v ui c c a U Q JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 16 O '.�"• 'I�"• '10"" 'lam"•: 'I_••: O O O O 8F8-1B/1T 8F8-0B/1T o o o o O o O O 8RF14-1B/1T8RF14-0B/1T 8F16-1BMT 8F16-0B/1T © O O O 8RF6-0B/1 T O, : O,' O O O O O O 8F20-1B/1T 81=20-013/1T 8F20-1B-2T O ® 0 8F24-1B/11T 8F24-OB/1T O O 01 MI «;,G� r�0 a4<� TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY W 8 F 16— B/ 1 T a A Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT tic precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. grouted per ASTM C476 fg = 3000 psi w/ 4laximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. Stebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. a� 0 a 0 c d o e 0 7-5/8"ACTUAL ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1)�REO'D MIN. (1) REO- 1-12" CLEAR (CLEAR f--C.M.U. ,j coUrq -1CjX 0 C.M.U. —GROUT x wNaJ 45 REBAR AT 0 BOTTOM OF d° U m c W N 8 I 5 REBAR AT BOTTOM LINTEL CAVITY Z ccZ " BOTTOM REINFORCING F ¢ O 6 — MIN. (1) REQ'D PROVIDED IN LINTEL (0 LL c (VARIES) —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe vertical load Safe horizontal load — SYMETRICAL I n nD n n nD nD (D) CD 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 O E I I O O 2ND FLOOR LINTEL PLAN MIN. MIN. MIN. MIN. 1ST LOOR LINTEL PLAN - SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0" SYMETRICAL eh N 0 N C 0 r- a� i 2 Q � o t o o- _� W y N t N y O (C d � •y E t c es 4 t0' y N p .� c CDCL� •� y O. c E 10 n IHIJ//j� ��•`�b�t4ttlilf ��yi�Vol, gROWIV `� �iw1 S E • �• V •T S� �O FL �`',•�R�fi�sstor, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W V Q No $ Q $ tii rn r` n 2 N J N :0 LL Q C --� LL W 3LLLL a 13 Z 0 mac°' a i Wpj i 9 ��O� m _ IL w N Z d < W 0 z z N z s 4 W �0 o to to � ¢ Y N � O W 2 CO0 !L � w o E oLL N i0 O E '0 w t— _ E O U o� g 7 J OZ Z No z p% ° O N CZ C Z Z Z�r VJ ) ai w C k'w ar- CpD v 05 00 3 T I— qr 0 N G6 00 IT- IT-n _ c C CD O M_ CL N T C m O 0o E CD.-- H 00 CD O CV 00 N LC) rn ,� 00 /�/�� VJ pop 04 r y E Q T M Z m Z E Oc m a U JOB NO: 22-12568-12561 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, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308,4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS i. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1, 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 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 OF COMMENCEMENT 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL OL + 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-1-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. MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN ft) 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. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= ) 18 ENCLOSED BLDG +/- 0. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 311T 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF /-39.7 PSF 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and tr�atment 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 T-0" away from the building side walls. 3. Irrigation/sprinMer systems including all risers and spray heads shall nbt be Installed within 1-0" of the building side wall. 4. FB-R R318.7- To prpvide for inspection for termite infestation, between wallcovering and fine 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 - Sal 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 rainf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - Cooncrete okerpouf and mortar along the foundation perimeter must be removed before 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 sidewalls. 11. FBC-R R318,1,6 - An exterior verb I chemipal barrier must be install afte construction is complete, includingclandscaping and Irrigation. Any soi distu d 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe 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. eh N O N O r = 2 Q � W 0 5 p ell _ V CV m x p QJ N L N p � � � w Eos = CJ = a x 3 � � 3 =o d = E � o p o.+ 0 � t0 WIV '�r��i �r. W \\0 FL 0'r 0 ""°,lltltdtei't�t 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 beadng Engineer's signature and seal. Wi 0 0 :? o / N M V � LL 9-,J LL , 0 Z -9 r a g� a S2 `� � tO °oc Z Z Ill M Z Q J NIL OU v W ❑ Ur M N z � Z V, �- z .8 f6 C/3 w U Ow LU C) 0 s-, o Q E N Ov o aa w Z N � �_o _ Ea� to W LO Z �o oLL i r_� IJ cc w iIa chi 3 0 d' _ � M CM N CD c6 E �, (0 00 T c O CW".) O to C m u- o oO T 00 O N U-) CO 0) r 00 y 00 04 M r- E Z C 0 E 0 >v Z° c C @ a E U o ai ¢ o c 3 JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood an panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r t 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1 /2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING YB' GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" c� STUB -OUT FOR 1'-0" 0 9 0 GAS METER 0 o � U 9 ,- CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over suash=20 blocks and *Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in areas=20 of high lateral load. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam z1/16" One 10d box or=20 sinker nail each side atbearing, Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls =5 = 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 (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges CONT. #5 BAR FILL CELL STD. 900 HOOK BOND BEAM 11 cn __ W a STD.90" #5 BAR HOOK BAR BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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 COLUMN AND _:::=SHEATHING PER PLAN � ; --rr CONNECTION,"" l f /:.. TJI TO BE CUT TO ALLOW L FOR BLOCKING/TJI �.. MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule f Joist Bearing Location i Series _-- ® BCI 5000s _ -Depth 9-1/2" 11-7/8" End 2-8d 2-8d_ T ntmredia- 2-8d 1 3-8d Clinch nails - when possible BCI 6000s® BCI 6500s® 14" 9-1/2 111-7/8" 14" , 2-8d '' 2-8d 2-8d 2-8d _ ---� dd -- - 2-8d_ 3-8d 1 5-8d 16" 2-8d 6-8d Tight fit - --- -- 2x4/Plywood/OSB web stiffener - required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /—blocking and wall or beam below.* Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6A 1y" ROUND HOLE MAY J 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2, TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. ty" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. When joists meet over wall, provide —1 3/4" minimum bearing for each. 11-7/8" 2-8d 3-8d BCI60s® 14" 2-8d 5-8d 16" 2-8d 6-8d _3-16d 3-16d -_ BCI90s® 14"_ 5-16d 5-16d .16" 6-16d 6-16d STIFFENER _,.,--Plumbing 2" min. 4" max. N.T.S. Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger i Filler block. Nail with 10-10d nails. y Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap +--,�� l Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 1 requirements 0'6 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/' e, SEE PLAN FOR---' FOUNDATION INFO " a STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR 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 / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE cc Z l \ • v. • L a 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 o e av n — d ao G . Q -1 F11771° ,r1111I`�I1 v .. I1 - T—I SEE FND. PLN. SIZE & REINF, en C%Q 0 to g Q �7 dLU W O t 0 aV- o s w cM1r x y o eo m iv Y 3: m"-� � N CSi A E d L,7 0 4.,tz0W/V 1110 S 14 0 L O¢ 4 u OFESStO�*��� 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. F- 4 co N A IA kA N C Q 46 LL J LL rqu.u- OW m c a a$ O N — co z m WW � N Z d J VILWQj ,^ N OU 0 N Z W ❑❑ z 6� z a d YY z � co ate1 c.„ 0`U kN c d a U C 0 W M i ;= `e S a t a Q E m U u�0 � z OE O I. a °d U d L fV _ O8 < ox moo f K ZZ Z J- co J w. r?m aZ i� W �LL 11 mi Oi c > d' I— d1 C7 N GC> N-- cQ >, M 00 O�O y- C Co11411 M D- O O 00 •— 00 C 04 LO F- 4.j O oo O M N rn LO Q 1' 8 r a T m a, cM *- c Z E O H a o w a o JOB NO : 22-12568-12561 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 17 P') VARIES INSU 2x #2 SPF STUDS _\ @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2� FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 11 & I HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER > e SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM D ' 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 8n ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"1 S3 5/8" OR 1/- HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE iV e o ■ Z M 6 MIL VAPOR • Z r BARRIER _ COMP, SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4-V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° iii53 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z 411 1 . SEE A/S3 OR J/S6 I T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / 1'-8" 1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" 1 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. -� - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2""x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" - - - - - — -- - SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ------ - -- -....-...---- IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"" x 10" "J" BOLT @ 24" O.C. Wl IF NOTED, THIS REFERS TO THE r 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL —INCLUDE THE WALL �� 6 x 6 W1.4 x W1.4 - - O.C. OR 5/8"x10' WEDGE ANCHOR �� A.F.F. 2n x 6 W1.4 x W1.4 ATTACHMENTS �2" _. _ @ 24 O.C.) n Z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �1 WWF OR FIBERMESH ELEV.-0-31/2 II QU °/ . . I 2x4 CONTA.F.F. e . " j LL Alf / { e 1/2"(min.)- 4" t. ° y - 1/2"(min.)- 4" GARAGE DEPTH VARIES r3l'/21"i(miiI 3112"(min.) - 4" - (2) #5 CONT. 4" 114" 8" (2) #5 CONT. 4" 'A 8 GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" ll S3 coy'' oS�CJ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C M�N�M�Ms LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c�'� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10-4' (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT I I 5/8"" x 10" "J" BOLT @ 24" 1 W/ 2""X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O.METAL BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT " (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD PT PLAT 20" MIN. LAP (24- MIN. LAP] #REINFORCING 2x P.T. PLATE SPACE ANCHOR . SHEAR O.C. W/ 7" EMBEDMENT (MINN. S 3500#, MIN. TENSION 2600#) FIBERMESH BAR :• •• ►,1 • • ' • • GRADE 40 41� ■■—■■ ■ —:■ FINISH GRADE ;0 .. ■ au- :■■--:■■; 25- MIN. .. a n u �r�►• Ire • • .. • 6 MIL VAPOR BARRIE 1�.Ila � •l•• i-.L-ll�~�.■�II �.. -�... ..,- ..---■.,-... ... � r Ir.r1I' . • • NOTE: _ <" "FOR BEARING WALL COMP. SOIL. ( COMPACTED TO - x W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 041 D1557) Ali III III it '�- ICI -III ail III I! ill ..Ili. 4-1 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= SLAB INFORMATION. SLAB INFORMATION. r-6x6W1.4xW1.4 WWF OR FIBERMESH 1111i.4-i RIM- •� Ill ��l ��1 �-• Il�� • • 11�1�1�11�11�11�11 ► � • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 53 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS M M • .. 4-1°Q . T SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. oo 1/2" FROM SLAB 0'-0" CONT. BEAD SEALM INTERIOR A. -31 /2" � 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 aE e I �� II M 6 MIL VAPOR -_ BARRIER —I r 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4n 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL w/ UPLIFT SCALE: N.T.S. rG 53 53 SCALE: 3/4"=V-0" 53 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WW OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR _ _ 4 TOP OF BEAM &LAYOUT DESIGN • •° a SEE ROOF PLAN c - a' a a ° r .s. (2) HTS20 FOR STRUCTURAL r- E . - Cl) BEAM SIZE & ;' a CONNECTION INFO i - ° 2x4 P.T. , 2x4 #2 SYP P.T. FRAMING w/ PLATE SEE A/S3/J/S6 8" lo 7;16'• MIN 7/16" O.S.B. SHEATHING o.s.e. Z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 E a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. ::i w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0• 53 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL "'i AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I a1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I 1 I ATTACHMENTS EXTEND FILL CELLS il WI DRYWALL SCREWS @ 8"O.C• TO FOUNDATION PAD _§ ;, -INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. IQ' ON FLOOR PLAN w o SIZE VARIES PER PLAN CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS i q co _E > j FILLED SOLID SEE PLAN FOR _1 6 x 6 W1.4 x W1.4 cat w SIZE AND REINFORCEMENT) z = _ • w WWF OR FIBERMESH r, III � a w o c� a' " BRICK PAVERS or SLAB PER p o • • • • F� IFIN, FLR. COMMUNITY SPECS BEYOND _ PAD REINFO C R EMENT " 3 MINI CLEARANCE r :i • .. y (SEE SCHEDULE SEE FOUNDATION FOOTING WIDT H 4„4n • CONC. PAD INFO. SEE SCHEDULE r INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN , RAMING rGl2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4'1 Il S3 SCALE 314-",•-0- SCALE: N.T.S. S3 e+� N O •N t,ID c 0 Z � W a -, �sa C. 6 V C N y d O 10 a>' y Yf ri r C •d . .. Orr Q ' 4X u • 7f, b- '> C G d � o. A O 6. v „ r,,.lrrdti(�ttt 0 To the best of the Engineers knowledge, informal 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. �8 S � 0D iv O I* r1 11 Nrn-0 '� J �J 11W 13 11 a �. LL ii a L 52 Oi m W _ c924i � C0 d Z N o ci Q W pp 0 Z NO z O� Q v N z 'U� OLU N c d ca U • 0 J E � � m u�o F- 0 Oa u - SE g� Z w0 <om0 aJ s g0 rz Z v J 4'• gs �aZ <W � 2 �° W U . at is ;3 0 •� r rn E c6 O~O co c O � p � C m ,Co CD O 00 r � A , ` u, 00 p N op O tl� Or N � 025 N v- 00 00 r- cc Li z E O E to 9 ?3 c a 0 � ¢ o JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEADWOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAIIS SPACED EVENLY EXTERIOR FACE OF BLOCK PLATE 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 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE th4" TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ;`. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �` STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0!C EDGES & 8" O/C FIELD WIL SIMPSON SP1 w/ (10) 1Od 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 WIGROUT j[ 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �-- ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. G—SEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 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. S4 7 5/8" 8° 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 •�•I�I 1 ' . •.. • •- l L ��,.. ..,ils I I�� ■ l I'MININ 111 NOTES: 1Q 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. g SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL 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 �8x8x16 C.M.U. GARAGE DOOR-------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY .; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 a d BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" loft 6 3/4" 31/2"- sF4 w T�7 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6 P. J-BOLT TRACK BRACKET fOP 3 1ARAGE IOOR vvvn r rnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' 1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 • INTERIOR HEADER: o S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. p0 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� 12 (TYP-) SEE ELEV. �� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)1Old---, r. `�l NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) c"'� O/C FIELD g 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR SEE PLATE TO CONCRETE INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48„ SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TOY( P 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. SQ F= 2240 LBS J SIMPSON SIMPSON SIMPSON Q SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC / LINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 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. SQ 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) I (5645# SPF) I (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE /— 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"00" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0' O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED O C TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 1 El — PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 Izo • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. B040M PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) _j PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 eh s� 4 a� co C Z Q W _= "► c� c iz o C M , N �d Q C4 CU d = .= 3 3 M =a,d� = a C .ti y. -73 = E o 2 2 ti�z'`�'• 1y 0✓i��� FLO 0�1;ff QYOFESSION� ,~ To the best of the Engineer's knowledge, InMnnation 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 .4 s $ N O gi �Ma� a � iJi Za t o W +j p�N G o 0 W Z tL &04 N Z N = ONIIIIIU W N 00 c7 �z_ z � z� Q — � z B C1 � +-, c " 'U OLLr 8 c CN U $ �0 Q � S� ti U_ 'a E a o �o 2° �3 gfu o Z tra g a� or yC o�ZLL F z a� 3 81 Z 02 W 3 'o LL y� % O Jil) ,'y o � iIO�o_ a U 3 0 V r > d. a� o, cNfl c� 00 u ( o OD u L.fa C m Co o 0o E U_ Lo D C*O 4 O N M N U-3 rn 0 N CM t` a) r o=o 04 ci � � o Z E O H E' C ns a U v ai JOB NO : 22-12568-12561 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL wl (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE S) SCHEDULE FOR APPROX. FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od 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)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD 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 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM 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 le /1 EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR �", 2x FRAME WALL (SEE WALL SHORTER) � i i SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING i��� 1/2"CDX PLYWOOD OR 7/169. @ 48" O/C FOR THE � (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . � . � W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS �\ AND 12" O.C. FIELD END TYP. TOP & \ �\ BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T' ON TOP OF PANEL BLOCKING, NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2 x6 P.T. SILL FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED " ,� THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 1/2"x 8 J BOLT @ 48 O C @ 48" O.C. INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xl 1/2" SDS SCREWS TO 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" 0/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 112 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ 7 10d NAILS ( ) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1l4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24-,GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J IN AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N go NOTES AND NAILING INFORMATION `� co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 2"x4"CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2^ 1 " 1 2 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 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) 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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCJ� IIINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL > (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 J S5 GABLE TRUSS 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 -II it MIS CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS = SEE PLAN FOR >s-r }. . CONNECTION ------------ 2x4 "T" ON TOP OF PANEL-' I I BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTIONK' 9 SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT `• MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 'V BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS �TgrTRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOIIJ CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 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) BRA w 1 W • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 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'-V 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 LlI I� III 6 11101,1111 WE1111111ON ��Ill�lI 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 L AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS 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 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 M N 0 N co o CU o Z O W Q a� M _ M W Q —v:m�y�ac y =.. T- 0- N A C, s- v� 43 N -c N � O M > E t c E � o .YNS ..f ••' F L •' rw ,. �� oho••• ....•••�r�, PESSt0 Iel. 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 E a g$ a C�n� di y M v LL LL C � J LL a — . LiZ =gam a 0 W CM � I PLLZ LuMd� �* = N O U uVi W ❑❑ z2v Z d6 z N 4-1 $.(a U O c 2ri *1. U Of a N 7;$_ w C13 z o z ri E p g z E gE ggg WW w L yy <O m 7 1: C z 3 b 8 Wo 21Z8 3� N Z j c o r N C� cb � E co 3:00 _ T • V C ♦� �.� C m U_ O O 00 T E ~ 00 p N N LC) O c000 r 00 00 N M r E � z 'c, E O N z �o c c a E ui U ¢ p JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 Z7 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 ER,PLAN ' 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 `-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [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 J ~ PLYWOOD SHEATHING T NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o s 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. U-w —INSULATION PER CHART ON FLOOR PLAN B R 00% , S6 S6 ETAL SEAT OR FELT �J PAPER FOR - V MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1— 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSI< ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER, MANUF, SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION g S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 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'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN-------"� r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION �— B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 W N 15/32' OSB �I EXPOSURE 1 x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D SECTION X-X IF 11 11 i NOT FULL ! HEIGHT SHEET CI II II II --JI G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 7- T � II 15/32"SS EXPO UR XPOSEI W F SHEATHING 111 [11 11 II II X SOLID 2x y ALL IIIC III II C 11 II SHEA'THIN � O EDGES(SEE Cn III OPENING E TI N X-X III III x II II xw II III x E _ 2x STUDS W III I III II II I�11 BEYOND. y SEE PLAN III 111 11 IN I 11 II I o II _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING 314" S 7,[, S_J,r, 1l2" Z-11 SINGLE NAIL EDGE SPACING DOUBLE NAIL EI 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 vaarfre SECTION X-X S�cF GpO� 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.) SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM Yo" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye", z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL u. @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ Sd COMMON NAIL. o QD NAIL INTERIOR AT 6" O.C. w/ Sd COMMON NAIL. U) E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O w/ 8d COMMON NAIL W ,? l- o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F I: O m w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. �I-OOm t; O W m LLix ,2LLO OG (2) 8d NAILS @ 3. O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 MEMBER IF GABLE END -W " NOTE: K'�C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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)1Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / LW m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 FOUNDATION PLAN & NOTES) M w 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO cc a EACH FILL CELL TYPICAL SECTION AL I FOR ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24 O.C. " LU a i AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE 1/2" GYP. W.B. MIN. @ EXCEEDING 10 -0 (R302.11) 'J „ 2X STUDS @ 16" O/C BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 GARAGE SIDE IF APPLICABLE 5/8' DIA. x 10' BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB , CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d C� INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. MUNICIPALITY T 4"to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS c ° NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2500 PSI RETE AT EA. STUD iv •� `4 ' ° a FINISH GRADE oo ,a FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16 O.C. qQ TYPICAL TENSION 2600#. ) _ SLAB W/ 6x6 W1.4xW1.41N. 2X P.T. PLATE M \ FLOOR TRUSS 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �* WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. �: — 'P SEE FRAMING WEEP SCREED _ ° • .. 6x6 W1 AxW1.4 a : • a • c z T CD PLAN ` . INSTALLED PER MANUF. , • .- .- _ � _ _ _ _ _ — •�00 - WWF OR FIBERMESH • — z ' • :r GRADE ,� 2 x4 CROSS BRACE @ 48 SIMPSON HETA20 w/ (8)10dx1 1/2" °P in �'' -= =I=I I ° •FINISH ' ' •' F„NAILS O/C FOR THE 1ST 2-0 @ 24" O.C. INTO TRUSS I 1§4 == I a I (�� STD. 90°HOOK �OF END WALL W/ (2)10dx3 @ EA. BLOCKING & MIN. 4" EMBEDMENT ° -III-II—I . •..•„ Q z -W/3" (3) # 5 REBAR ON 3 CHAIR 4" (SEE 1'-8" DETAIL) END INTO 2 x4 BLOCKING IN KO BLOCK III —III 11 —1''- I I I� MIN. CLEARANCE ^ (3) #5 CONT. ON 3"III-) II •TYP 2-STORY WALL SECTION SEE DETAIL2/D2 FOR e�� CHAIRW/3"MIN. o MORE INFORMATION CLEARANCE AIR 4" REV. 03.16.21 SCALE: 3/4"=1'-0" S'6 WOMIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING V PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ��6� SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. e+� CV O •e N m •s3 0 o ct d P c to wN m ;.; ; C U- M o CV .= 3 o.d "' eo y m .a co c E Ci. 0 . CD • v ••�� Y6 ••• U \v Q. _ F L .0" 1011 ` To the best of the Engineer's knowledge, Information and belief, the structural plans and specificallons contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E , R Co (0 0 C9 3? R 0Z J— a m t ILW°'°) Z � ch d N J a U W0 O = W pp (D M z N z � a z 4 C1 (z LU g 0 LL, 8 �y N w = 8 z § ti M E O� Z• Q E ~ i �"� o� O a w� Z S m �� �I 8 rrJ CCU C O zZ z J N �b 'I2 �Z a 3 0� �8 W . aLL _6 O N ZI �� IIIIIIII� 'tea' 01 8 3 O o r d' 2 CD ME U'M N csD E 00 r C C O ' O � C m to LL C:) O oa E r'-'- 0 QD O ♦--� M N C" O pOj r 0) 00N 2 M r E CO S Z co 0- a; U � ¢ O 3 JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. S6 (MONO) DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. _1x4 P.T. �� ix4 �` 1 X 4 L FURRING 3-1/4" LONG X 3/16" 0 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 1� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" °� TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" '/ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & , END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DFTAII_ 2 1/4" DETAIL STAGGERED @ 12" o.C, 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 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 r BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR---'2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� -- 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K.) t 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 VE711 Ir'. IL ±511 NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 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 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS / NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ee,.' -' : SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. i JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4/ 001, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'YV WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6•0" �ji Iti— ::j , ,. . • v p p e' t• C GRADE N � • M •p s Z d (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦♦♦ #5 REBAR (TYP) ♦♦� ,R ��� ♦♦1 *�' �4sTD. 90° HOOK (TYP,) YP.) '�� 1♦1 41, ♦♦♦♦♦ +2NOTCWV'r:FIRST COURSE rHE ♦♦ �� 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -T---- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW�� CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 12. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO � 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)(0 + CFNGTH + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO ` + + SUPPORT SOFFIT IT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD � r EPDXIED w/ SIMPSON SET EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: CFF CHFFT M ANIn cc z 0 a 2 U_ 0 w Q 0 . FILL 1st 4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN Al RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REO'D. . 41P. Y • . ' : #5 BAR x p ;1.0.• . .• CENTERED W/ g >•: • -► 9 IN TOP 4 # KNOCKOUT / - ,• • CHAIR BLOCK a MONO FOOTING •► .. SIZE AND REINF. PER PLAN - •. AND SECTION DETAILS CLEAN FILL ► A. DIRT 4 z ••• ' ' STANDARD Q 90' HOOK iv #5 BAR IN FILLED CELL • -., , , �. Ls wo It 'VIP, VIP19 STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4 1 0 OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. M N o � W Q 1 o v N tc �o .. c u- c-. � A O ►. y N _% = y d O 10 a, E c a a CL u ' $ ea Mdd� * ,d c o N T y E� c � c a- v �e�e�t3ttltulln//� .;N\\\ Ft0 W U OF z ,• �' •�'•••.......• FLU,:'• 4 'O r� F E S I O; , S /08111 \`\�� To the best of the Engineers knowledge, information and belief, the structural plans and spedtications 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. Q a N � u4 r ap 1 � r_ m -,o'! M A) M v rw LL J LL 11 cq LL LL o. 52 = g a 0 � � W LL=L0Mzak o = N do � 0 W ❑ O z 93 a J a U) CD C1 a) .5 ft3 •U ,,. 2. 0 w 8 V) a LIJ $ U1 0 Z u. Eo zz _ oLL Z� Q 0 (..) U°U 06 W 0 � ZO E i 40 Jul3 co C cc:, aSa 00. N m� 9, Y Z cn 0� 2z zp LL o N Z � W L:r is r 03 0 •� T 0 B (7 �--, N co �, ca 00 T co CP C CD O n t_'�A C co LL O O 00 T � 00 1* N GV L o _ 00 C c Cn cV p�j 0) r N L.n 00 000 M r E O " D z r_ a .. U J Q —t JOB NO : 22-12568-12561 SCALE : AS NOTED SHEET NO. ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D ,i-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: 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 / \9 / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD / -�- GLUED AND NAILED 1 2x� ` DRAFT S P I t I 1 11111 2x4 PT NOTCHED INTO 1 STRINGER AND TAPCONED\ x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS X4 GLUED AND NAILED TO STRINGER C FOR DRYWALL SPACING H SECTION VIEW SCALE: 2..= 1'-0" AIil6il 91111� SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER I A ALIGN THIS STUD WITH FACE OF 2ND RISER 17zl, 2x SYP CUT TO FIT ' I BEARS IN WALL I _-- --- 2xl2 SYP BEARS IN WALL B I00 '-2x6 SYP 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS NAILS) x 1 1/2" / \ NAI� 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1 G D AND NAILED TO STRINGER 2x12 SYP ( SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 STRINGER — x4 LUE STRAP GLUED TO \ 2x4 DRAFT RISER AND TREAD STOP / ALL STOP NOT TOUCH S RINGERS MUST / ---4-2x4 BLOCKING FOR 2x12 � I 2x4 PT UNDER 2x12 \\ ROVIDE MOISTURE PROTECTION ATTAC ALL COMPON OF STAIR TO CONC. WET' XS / 2" TAPCONALLS @ MAX. 32" O.C. \—ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. \ / G-1 _ TOP OF I \ STRINGER / 1x4 GLUED AND NAILED TO STRINGER \` / \ / STODRAFT [ / / 2x8 SYP DRYWALL STOP MUST NOT TOUCH I I 2x SYP CUT TO FIT I 1 STRINGERS BEARS IN WALL 2x12 SYP BEAR IE I \ 2x4 BLOCKING FOR 2x12 SIMPSON A3 < IN WALL I 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP / 1 SIMPSON A35 OR \ FOR TRAP 2A SYP BLOCKING / LSC EACH XT STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" / AT STRINGER CONTACT POINTS NAILS) 2x4 CUT ON BEVEL \ / DOES NOT BEAR IN WALL \ / SECTION VIEW "D" SECTION VIEW "Ell SCALE: 1" = T-0" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL -�xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—� AT STRINGER CONTACT POINTS SCALE: 1" = T-0" `t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING H ka NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN \ / —' STAIR CONSTRUCTION DETAILS E SECTION VIEW SCALE: J" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR \ V STRINGER \< OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1"X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SECTIO N VIEW SCALE: 4" = V-0" SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT LTO )ISTS) u rr/ 2X STRING�R 2X BLLOCKING PSON MTS12 w/ ' 10d x 1 1/2" AILS \2[VD OR �f 2X 131_05fING 3 RISLN; /r ECTION VIEW "H" SCALE: 1' = 1 -0 era cwr =o O t -�► ' R V N -- -o m ac o ` M^CIA d ;Ln mdd� > C G1 d � n e a• w �N •SE.• •• 'G 0 :. f 4 . =U �cCK Kl�, -54 ' F t / ROfES0� , l�y1`/tliti'1{i{Il`1%0 `\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 4 o 85 aa�59 (A -) 2y � S M ep - , LL LL LL aw a, 0. y g W N �irrn co d J M Z Z J OU z Z� Q) a z LL 0 ro N O W g N C � w Id W M lL E N of oti Z a q� �a Q E zQa i ado m� m y� 8 �o U a W L y� Z =3 J =� o 4= c o T > d' T 0) m N CL>ca C6 A 3: 00 _ T _ co Q (n M C di ,M CD O oa T- � C tt7 p N U-) F=— :n O 00 O 0 0) 04 O Q �r'8 a Lr) «, ui m Q 00 M T iri T c Z E 0 W d c U a3 ¢ Q c JOB NO : 22-12568-12561 SCALE : AS NOTED SHEET NO. ST *DIAGONAL SPACED _U AT 15'-0" O.C. MAX SEE ROOF PLAN SHEATHING BLOCKIN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING PACK WEBS FOR NAILING SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER US WEB SIDE OR BOTH IF REQ'D) CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS —i' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=1'-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH 17 ITI 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS L_ 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE " CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� -----L WOOD TRUSS J A 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 DIAGONAL AT 8'-0" MAX TRUSS HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2X6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB _ OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF _ FLOOR AREA & SEALED j 2) 2x8 SYP #2 P.T. - PENETRATION AREA W/ / LEDGER ATTACHED TO FOAM. DRAFTSTOPPING / MASONRY w/ (2) ROWS SHALL DIVIDE THE 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO - MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS. 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. ` FLOOR CONNECTION @ EXTERIOR WALL SCALE: 3/4" = V-0" LAP SPLICE 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. 0 0 1 O O 0 O I SPLICE O 0 1 O O 0 0 21-041 SPLICE BEYOND 2-4- PART. ELEV. VIEW Arr n rr all 1 Lol Lol 1m: Lol InD 111111W�l R (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. EDGER AP OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. L - DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 5401 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT r5d� SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —\ PRE-ENGINEERED ROOF --� TRUSSES AT 24" O.C. MAX (2) LAYERS VX24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASI SEE DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ 113A-rnCAIAILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6.... .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 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) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (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 RG. FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM AND SEALED PENETRATION AREAS W/ L FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ L ROOF SLOPE MASONRY WALL SEE FLOOR MIN. 2X4 #2 SPF P.T. PLAN FOR MORE - CONT. W/ (2) J"x3" INFO, TITEN2 SCREWS @ 16" O.C. TRUSS OR L ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK 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) t1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d /—EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO /--1x P.T. BASE NAILER ONE SIDE OF THE �--STD. 904 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 Top \ ORD g EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. FL ST PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. —DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD GYP. BOARD CLG. CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS —1" P.T. NAILER —R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. —1/2" GYP. WB. 2 -1 X 4 P T" TYP. "S" MORTAR (TYP.) 0 (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR g�� 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" () . NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISW TREATED; U SEE PLAN TOP OF PLATE `—TOP COURSE W/ LINTEL SEE PLAN A SEE PLAN 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 DP OF SLAB 00 CV 3 #5 CONT. --� 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 0'-0" F.F. VARIES WITH SITE GRADES SEE PLAN N 0 N co _ 0 d Q=o ' _ a� co _ fz - o Cc x a. �ccr=� N O d dawn •"nr= 3 � s. c o a� H E Cc o 0 /z, `\\\\����ttttl N1 Q O�� �O 7� QR O F E S S %O� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 h � FA V �Np N i S N 4 �133 Nc`~�vA 'V gLLLL LL a a _tea �. W°i �y NtD 5 °. Z m w 04 f1Z Q J N 0 = OU W pp R F $ z N M z =93 U) , v z 0. a� � cr-,5 U N W O LQ c Y U L.tJ C) r I ._ U_ a g w M 0 U E aLL g ="s z0 Q " 0 0 M Z 1— C o� N x d0z a a 0 o V L O 0 �0 O >� zC: J ad W It a 3: �_ a .I C:) C o T En v„ T r jL_ (D cfl 00 T_ � CD NI..L UO C mLL 00 ,-- Lo 00 CD O N 00 O M O co d) r M N 00 0) c 00 r E z Oco O Z to m a E v � v ui a o c JOB NO: 22-12568-12561 SCALE: AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _ _ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER THE ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 9Rstructions in each detail that corresponds to the numbered items in the list 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 SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED `- SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID O NAIL BRAND OR EQUAL WEATHER PROOF CAULKING 9- SELF -ADHERED FLASHING 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 8" VERTICALLY FROM BOTTOM OF THRESHOLD LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 I I I I I I �\ \`\\�___--------� PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The 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. `i R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 ` 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 , Exception: Where the barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 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 AD ESIVEASSHO\AN) 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 AAMA 712. Flashing door be installed in accordance with one or more of the shall comply with at exterior window and openings shall v 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING N 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. F FOUNDATION WEEP SCREED I—STRIPOF SAF I- DRAINAGE PLANE WRB BOND BREAK WRB I(� SF LATH I }- WRAP DP WWRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS I NATU' DO N( DRIP ACCE 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 w PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGILASS (fit`\���w TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. .. NV* Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 ew'! a CO o 0 ag o Ls Im N ado N all 2 61 ' E: L C y v 4 �dd.o � u a tea•- N a E o a� a w N O N N N To the best of the Engineers knowledge, Information and belief, the structural plans and specl8catlons contained within these drawings comply with the 2020 Florida Bullding 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. 61 W E CD �i @��� Q C J LL W u_ U_ a Z J -Orn a c o go, m W ZLLW IL pp N J o Z W cai ❑ ❑ ! 0 o� � v J - n- lC) - N B jR T Cn LL LU U C) 4 w s N Ly N Of Of ti 9 EU�W 5 s® a E� Z Nt Z� b w Q U 0 z N KK db cp�p V oq- C o E T_ CV M a Sc .2 Ui . 1 C:) LL O _ 00 � O L0 t= 0 N Q d- a ILn T00T V' M r- o O E O v; z �n 0. U J '0 n; Q 0 C J JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gaugei 4112'x4112"x2-12" it Back trosS Support (May be cut to W) See Anchor Schedule IRight Bradtet (16 Gauge) 1(T Dia. A325 (Tye.) Y 814 Self4killing Screws 145/8" A/C Wit Bottom Edge Hurricane 5trap (Vyptcal:31ri front) 1iI17ShQrS Front Cross Support Self -Locking Nuts (May be cut tow) Left Bracket 06 Gauge) p 14 Self-Drlling Screws Thru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical, 3 each sloe for hurrkane use) Spaeth& --a-wes ulaenrslana arc pmvtd d Title rain Hearkese An Basel aaloall Sail [ tow"ImB avaYsNr upon oversaw fan wit e/11r) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pest dl 1211rim1 s8il aumML ➢lk aril thappo Wm All Lea Vason astigaiiii YWA" albmftw F&CAmrovw Agamld flea* Ammdkn 2020 Smart Vsrm Produda, Inc. Man" Gran. Homan F. Naxos P.E. Lasers Bowden P.e 12tl&7020 12/I&2M 1226/2020 Approved colegoryt Structural Canpor enb (877) 441-53H PE-73776 (334) 300-1800 SideCO!"arr: PlOduCle Hrodliadn a Result of Ihto®afMdwnlGom Nava Ted n."m Campllnw Metod Evskm on Report lean is Florida Registered Mchile r or a Uaneed Florida r,3lpfreilrs Praeaonis Endner aagA hetl,+-+Med.l MunhrerMemo QuallOt-As.lrintal, r Approved tat Use AoeovM in HVHlZ 2alwtd101L for We now La1Wd peal 1711a1a 1 SMI&AM Model e154G510 over Function Flood and Ventilation Vent /2/312023 Y. Y. NM 4100A1g0 2 BmadVxn Model et540011 Duel Function Flood and V.ngodon Yeti Imi)7023 Yes Year NIA +100AID0 3 6madVent Moral 0154P520 It led Flood Vent 12012023 Ys Yes NMI00E IDO 4 Mner"", Modal a134p521 nr'also Flow Vent 120111213" sin Y. NA ♦1ODA100 5 SmenVx+t Model $1540,524 1e&gria; Grape Door Flood Vent /2/312023 Yes alas NA N/A 6 8rmdvent Mani In 540. 70 Wood Wall lnegllbd Fled Yslt 121312M Yu Yee NIA +100A100 7 a --Vent Model a1640.574 146aqua: (sage Door Flood Vent 121312023 Yes Y. NA WA Florida Departrnerd of Buskins" & Professional Regulation Pew i dl Building Codes and Standards 1114ra2l Product Approval Application Detail seer tuft sL err !rate flttPawlm a" Lem YIWa similot D Gggllgt laraeWtaOaydwt" ludl" MM= ad" R".1" 2020 Drexel Metals Inc. Jew Shumate Zadlsry R. Post Look. Beale PE. Or IO2020 OS202D r091 OW0232020 020 IOM Apposed Catgay: Rooting (502) 303.1511 PL174021 (334) 300.1900 SL%CM#goly: Metal Roolnp hhumargdasma.oan CO MN$rwt Mrhot Evelledoo R*W from a Florks Regltlared MIMW ore LM said Florida Professional Bnionse, CIgtiB4' Ia Use AOLub6 ADrIn t9[1ML Imgisl )dg,L lrorfur9 MMY. "M" r Natle c01er H mlJmL latrrgcme� ►tWrrBt Pessu 13sIti 1 diesel McMI Ro.ang Systems OMC 1WNS, DMC 15058. DMC 1756. OMC 20". 121312025 yes, No NA +01-ia0 Dole 5V Florida Department of Business & Professional Regulsltlon Page 2 d4 Building Codes and Standards 1r25=22 Product Approval Application Derail EM FODOL9L ,Ceti Do Rfusamlm 20 T a Version Manurtaturar cgnw Enalser a License V6INjafetl av VNIIII submitl FR,CADOMMI Approved Lsrua Revision 2020 Thermo-Tru Corporation Steve Jar aon Lyndon F. SdmmM[, P.E Ryan 4 KInQQ .1F 04M5/SI72'I 12/3112020 041221X121 OW0812021 Approved Category Exterior DGOr 00) (8Out 25 PE-49000 (6133 767= Sublost"ory: Swinging Exterior Door AssaMses a)aepeeonAllrrmstru.co Comps nos, Memo: Evaluation Raport from a m Florida Registered Aroh6ed ore Uoens d Florida Prafsslan I Engineer aaooth-ftar r gyylloy&gance y Aaarolad frUso Approvd nVO ter Us IMM ) Design 1 ausdswmm Nominal 6&Ma ,6 &quotlnpact8quot Opaque 12/31f2022 No Yen Yoe WA Composite Edge Fiberglas Single Door (In wmgiiOulavvng; X op"Ouraaon) 2 b. Themla-Tro Fiber-Cbsalc and Smooth -Star Nomina18eA3S,a LquotlmpaM&quot Opaque 121312027 No Yes Ys WA Composite Edge Rbergless Single Door with aidelia(s) 0nsW nS1OutaW rg; XO, OX or OXO configuration.) 3 c. Therma-TW Flbr-dnsidand Smooth -SW Nominal asilli aquotlmpaGtli Opaque, 12f3l= No Yes Vs WA Composite Edge Fiberglas Double Door Wt or without Sidelitea (Insmi glouts ving; )M or 0)0(0 mnfg retiona) 4 d. Thrrra.Tru Fiber-Closac and Smooth -Stu Nominal 6&M3g;0lgooClrrpaGt6quat Opaque 12131f2022 No Yp Vs WA Composite Edge Fiberglas Single Door (InsWr1g10ulav/eg; X cofturadwl) 5 e. Thermw7ru Fiter.Closslc and Smootl•Ster Nominal B6M95t0 SAIJOVmpSClill Opaque 121311102i No Yp Ys WA Composite Edge Fiberglass Shgls Door with Sldeie(s) il- AnSCulswing; 90, OX or CXO coMlgurallons) 6 f Therms•Tru Flbr-clastic and SnootiSur Nominal 88At O &quOtlmp&r*Wt Opaque 121312D22 No you Yn WA Composite Edge Fiberglass Double Door Wth or Witiout Sdadtes (Ine vi glDtrnM4ng; XX Or OXXO Configurations) 7 g. Thermo-Tru Fiber -Classic and Smooth -Seer Nominal6ani 8quotlnpactaquot Glazed 12131f2022 No Yoe Yaw WA Composite Edge Fibmg1ss8agle Door (lnw9irg70u4Wn&; XCOFAII laticn) a h. Themes-Tru Fiber-Classle and Srnoolth Ssr Neminel e80310.8 8quotlnpacffigiat Glazed 121312072 NO Yea Ys WA Composite Edge Fiberglass Single Door Wit adelkets) BnsWrg10uuW erg: XO, OXor OXO contgundional 9 1 Theme:-Tru Fiber-Cleasic and Smooth -Shur Nominal 14&MS 8quotirrpact8quot; Gland 12/312022 No Year Yn WA Composts Edge Fiberglass Doubt Door W t or without Sashes OrwMrigfOute.inp; XXer OXKO mrifgurstions) 10 J. Therma-Tru Fiber-Cuask and Smooth -Star Nominal B&AGHOO 11quotlmpect8q(tot; Glazed 12/31/2023 No Yes Yn WA Composite Edge Fiberglass Single Door QnaWll�utewlq; x mlflguretlon) Glazed 121312022 No Yes Yes NIA 11 k. Therrta-Tru Fiber-Gaaaic and Smooth-StarNomins 8&pWg,08quotlmygM7quct Composite Edge Fiberglas Singlet Door Wlh Sdelbe(s) 0nswing/Ouhmng: XO, OXor OXO conllgurelione) 12 1. Therma-Tru Flbar-CNask and SmoothSsr Nominal 8111101 &quotlmpaeM.gUot GIA2ed imi2022 No Year Yn WA Composite Edge Fiberglass Double Door Wth or without Sldel"4. OnsevirofOuuWng: XX or OXXO confguradons) 13 m. Therms-Tru Fiber -Clank and Smooth -Sur Nominal Gli &quotlmpac*uot Glazed Molded 12131/2D22 No Yp Yes WA Open Composite Edge Fiberglass Single Door nnswrg/butsWro; Xoornaguraeon) 14 n. ThamrsoTru Ftber-Cbeelc and Smooth -Star Nominal WA39r,8 &quotlmpaM&quot Grazed Molded 121312022 No Yn Yes WA Open Composite Edge FlObrglaes Smgle Doss vat Glazed &%kiwi Open Sidelloe(s) (InsMnglOuuwlrg; XO, OX or 090 coW gurtiana) 15 o. Themes-Tru Flber•CSWc and Smooth-Ssr Nominal 66M88 8quotimpulsquot Glazed Molded 12f3112022 No Yes Ys WA Open Composite Edge Fiberglas Double Door wIM Or without Gazed Molded Open Sktelhn (I npMrlglOulswngi XXor OXXO owfigumbons) t6 p. Themes-Tru Fiber-Cle ew. and Smooth-Ssr Nominal SI M3g,8 8quotimpec%quot, Opaque 12131rAu No Yn Yn WA ComprxYte Edge Fiberglass Single DoorvYbh Molded Open 9idalts(s) (InaWnglOuMWnp: XO, OX or OXO configurations) 17 q. Thermo-Tru Flber•Olanlc and 9mootMSur Nominal 66d181D;8 &quotlmpaclaquot Opaque 12131/2022 No Ys Yn WA Composite Edge Fiberglass Double Door Wt or Wthout Glared Molded Open S)delibe (Incvdngl0utcwInp; XX or OXXO cOn9outatlau) Florida Department of Business & Professional Regulation gaga t tit Building Codes and Standards im mi Product Approval Application Delall T= Y�>tryw Manufatumor 1:9d1r t*alasx A UCO a YiYlarW .t ) dww simAN F&C AWFOyd Age am& ROVOW 2020 POT Industries Jane RoeoseM Maml-D►de BCCO • CER M rJ-Dad. S=O. VAL 11119=20 104111 11242020 Approved Cd4gxy: &tsar Core (941) 49&Oi40 (7a) Sit 5-25ed subedogorr. Sliding Exhrla Door Asse 6 a Jrosoweklspondusel-c Conplleioe Mauled; Ce naodlm Mork Or Losing ern gy(gp(d Aaerewdfrllaa AslawdfrUs � DYIm Lab lroorLaMgd9aou � O hld, HVAZ BWMw Emma 8 8G66S70 (Largo Mau Impsal - V.qd 81IM9 caw Dar (letter" Yea Yss vas WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a 'Category/SubcategoryManufacturer Product Description Approval Number(s)7+8617.0/-67.0 t Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFIber-Classic A. SWINGING aTiouu and Smooth -Star (NON -IMPACT) FL20461.1 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star MPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth-Star((IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7 FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16 FL8248.10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 PI glass USA, Inc. for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NiA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Pagel d3 Building Codes and Standards t0=22 Product Approval Application Detail 9111110 20 20 nadelebroll"a go n" version manurnicturer contact Emiriirm a u menu Vand&W au yAloft Submitted FIND ,Approval A=Mvad ,tea Rwision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt P.S. Ryan J. wing P.I- 07I23n020 0711=20 C71292020 1011312020 Approved Category: Eslanor Doors (S00) 843.7MM PE-43409 (813) 7e74WM Subcategory. SWngilg ExOeria Door Asearnbin a)spersoneithemoiw COMPI UCS MMhad: Evaluation Report from a m Florida RaglabMstl Arohteol or a Lloensd Fortis Profesional Engineer . Prddua MtIdN. Number ar Norma Jgy;�(gpgtggga 3sduet Osoematl011 Cs I7slEJtalntlen Date Aennsvad For Use Aehonved In Hi Fw lln outside HYM JJf�{a Reslato C�a laravauthe 1 a. Themte-Tru Fibe6hsso and Snook-Ssr Nominal 66111130,8 6quatlmpad6quot Opaque 1213120Y2 Yes Yes Yes WA Composite Edge Fiberglass Single Door ji-Wng/OutaWng; X confguMlon) 2 b. Therma•Tru Fber•Clssic and Smooth -Star Nomins16LM.S 8quctlmpaa&qua; Opaque 121312022 Ys Yes Ys NIA Cgmpgrs Edge FlWrolie Singh Door Wth SldNka(s) CnaWnglOubewing: XO. OX or OXO cordlgurebony 3 c. Therhr-Tru Fber-Classic andSmooth4tar Nomlmil68e3 $ Isluotlmps.14uw; Opaque 1213ir= Yes Ys Yp WA Composite Edge Fiberglas Double Door with or . tout SNeIBs (IIM.MfIg/OIIteWerg; XX or OXXO oonfigurationy 4 d. Therinno u Fiber•CleeSk and Snooth•Ssr Nominal 8&M.Q dquotlmpsctaquot Opaque 12131 r2M Ys Yes Ys WA Composite Edge Fiberglass Single Door BneWnglOutswirg; X coMlgunotion) 5 0 Thama-Tnr Rber-Clesakand Snnoth:Ssr Nominal "**.0 Lquotlmpad&quot Opaque 12131 r= Yn Yp Yp WA Wth Composite Edge Fiberglas Sin le OX Sidalks(s) grrawlrt l utrwinii , OX or OXO configurations) 6 f Tharma•Tw Flbei CLASW and Snnodh qtr Nominal B&e3Do Squotlmpad3quot Opaque 121 Ir= Yes Ys Yes WA Compslu Edge Fiberglas Double Door Wt or Wtout Sitlel. (IraWing/OuteWng; XX or OXXO configurations) T g. Therms•Tru Rbr•CWssle and aroothStar Nominal 5&MW ,,6 &qudtlmpact&quot Glared 12131r= Yes Yale Ys WA Composite Edge Fiberglas Single Door (InwMng/Outswirn; X configuration) 8 h.Thermo-Tru Fiber-Chssoand Smoot -Soar Nominal 6&M30,68g1uotlmpod&qumGlazed 12*12022 Yes Yes Yes WA Composite Edge Fiberglass Single Door FMh Sidelke(s) (InvonglOubaWng; X0, OX or OX0 configurations) 0 I. Therm-Tru Fiber -Check and Smooth -Star Nominal 6160*6 Lquot:impact&quot; Glued 1213l r= Yn Yea Yea WA Composite Edge Fiberglass Double Door Wth or without Scholl is (InaMrg/Ou1wMnQ; XX or OXXO Configurations) 10 ), Thermo-Tru Fiber-Cemec and Smooth -Stair Nominal8&#Sg;0 84ucOmpsotiquot Glazed 12/312022 Yn Yn Yad WA Campos% Edge Fibeglass Single Door (Inawag70utwving; X configuration) 11 k Tberma-Ton Fiber-GIMIo and Sm00111.512t Nominal SUMO &quatlmpaM&quot Glued 12131 QM Yn Ys Ys WA COMPade.Edge Fiberglas Single Door Wth Sidalke(s) grueirtWutaWng: X0. OX or OXO configurations) 12 I, Th@m Tru Fiber -Closet and Smooth-Sv Nominal 88M3VO Cquotlmpsctlrsuot Glazed 1 Y112022 Yes Ys Yes WA Composite Edge Fiberglas Double Door Wth or WRfaut SldelBs (Irawdngloute ving; )O(or O)0(O Configurations) 13 m. Therm o-Tru Fiber-Claale and Smooth -Star Nominal 6&M3g;6 aquecirmp2oMquot Opaque 12131I= Yn Ys Yn WA Composite Edge Fo"Iss Single Door wit aquMNoo-lmpeor&qua; Sldebe(s) (ImminglOuleW ng; XO, OX or OXO configurations) 14 n. Themla•Tru Fibr•Cleaek and Sm0001 Ster Nominal 6&a3Ps 8qu00-Parz&quat OPagW 121312D22 Ys Yea Year WA Composite Edge Flbergtes Double Door with 8quotNon•Impaot&quot: Sidelites (InsWrst OutsW erg; OMO configuration) 15 0. Thannat-Tru Filer-Clasioand Smootr81ar Nominal $&Mo aquotlrnP=qupt OPeque 12/312022 Yn Yes Yes WA Composhe Edge Fiberglas Singia Door with B,quot,NorHihpadaquol; Sidellai (I nawnwoutsWhg; X40, OX or OXO boni)gurabons) 16 p. Theme-Tru Rbr•Clsso and Smouth•Ster Nominal" 4130;0&quatlmpad&quot Opaque 12r3i/2022 Ys Yea Ys WA Composite Edge Fiberglas Double Door vAth iImpeotBua; SMallbesg(InsminfOulaWng; 0 )( configuration) 17 q. Thermo-Tru Fiber-Cleasic and Bnwoth-%r Nominal 8&413g8 SquobNon4mpadSquot Opaque 12131) Yea You, No WA CompsNe Edge Fiberglas Single Door (InsWingfOulsWng; X con4wation) 18 r. Therms-Tru F1be-Class and Smooth-Ssr Nominal 6&0*,,B &quoit Non-Impett&quot Opaque 12f3112022 Yea Yp No WA Composs Edge Fiberglas Single Door Wth Sdeln(s) gnsW4ngrOoloWng; XO. OX a OXO configlnetionej 19 s. Tllrmes-Tru Fier-Outic and S1ioolh-Str Nominal 8&MSg;86quotNon-ImpadBquot Opaque 12/312024 Yea, Yea No WA Composite Edge Flbargies trouble Dew vdth or without sidest" (inavinwouhwing; xX or OXXO corlRguratbne) 20 t Thelma-Tru Fiber-Gessic and Smooth -Star Nominal 8&W990 aquotNon-ImpaaGquot Opaque 12/3112022 Yes Yes No WA ComposNe Edge Fibeglaw Single Door (InsWigfOutianeig; X configuration) 21 u. Tfwma-Tru Rber-Cleaso and SnoothSW Nominal "Ili &quothlon-Impacs&quot Opaque 121312022 Yes Yee No WA Composite Edge Fiberglas Single Door Wth Siddke(s) praWnyOulaWng: X0, OXa OXO 22 v. Th.--T.Flb-Cta.W. and Shwoih-Ssr .:11122onal Nominal S&#SQ;O Bquothi-I pedlLcoot Opaque 12131r= Ys year No WA Composite Edge Fiberglas Double Door Wth or without Sidoliss gns,MrglOultsWdng: XX or OXXO coMlgunniom) 29 v4 Tlarma-Tru Fiber-CltwiC and 6mocrh•9tar Nominal 08A 8 LquokNorl-ImpaMBquot Glued 1213120Zg Yes,Ys No WA Composite Door Xoonaa rages lnew BnsWngfOuteWing; X oorafiguratian) 24 x. Theme-Tru Fiber-Coasic and Smocth-Star Nominal 81101 &quothlorF lmpaclUtiot Glued 1213112022 Yes. Yp No WA Composite Edge Flberglss Single Door with Siddke(s) (IneW ig/OulaW ng, XO, OX or OXO configurations) 25 y. Thermo•Tru Fiber-Gmasic and Smoo9l.Ster Nominal asirn;8 &quotNoni-Impoa&quot Glued 1213112D22 Ys Ys NQ WA Composite Edge Fiberglas Double Door Wth or Without Sleelna(Insionr lOutewfng, XX a OXXO configurations) 26 a. Therms-Tru Flbar•CIeWc and Smoot-Ssr Nominal 8&XGg;06quothion irrpat3&quot Closed 12131/= Ys Yee NO WA Composite Edge Fil arglese Single Door BnsWng/Outerwirq: X Configuration) 27 n. Thermo-Tru Filer-Clano and Snook -Sur Nominal 8&M39:0 Aquotl,! .I.tped&quot GIM64 12f3112022 Yes Yea No WA Composite Edge Fiberglas Sngla Door with Sidelke(t) QnsvAnsrOutsWng; XO. OX or OXO configurations) 28 A Therms-Tru Flee-Cleaek and Bmcdh3tar Nominal 88d1390 AquotNa*Irnpacffiquot Glazed 121311= Ys Yea No WA Composite Edge RWglss Double Door Win or Without Sdelise OripMrigirOutswing; XX or OXXO configurations) Florida Department of Business & Professorial Regulation Pane 1 a2 Building Codes and Standerds S 202t Product Approval Application Detsll ssdl Room no me a2lp1bu" JIM Lea 1d111im nomdealne karat i0roaaullglal redltaaa( Ylfdrsa &am= FILCAr*mML aa2mnd ad" RsNdm 2020 MI 1Mndo.a and Dose Brent althe" Luis Rixedo Lomas Steven M USN. PE 1MMM20 111062020 ta/1b2020 IVi WA 20 Aarweid CareOorY: Exterior Doors 1717) 365-3300 PE62514 i717) 31T-6454 "CateOOK• 311dng EXMM Door Asen a beltlngsggnninvo an Complaints Metoa EMUshon Report loin a Floisos Registered Archival Or a Lloan -1 naltla RdaaknY Enpiner 91W6LalMgs�. Aoorswdta ua Aberowd err Ilea jmgat( boom flat o Spa In HVHi out".dYat Itd11h1ar rn,eln 1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM$GO OXO 120312024 No Yes No WA 145-&4Aqu.tXSO&qud: NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 420 ALUMINUM$00 OX XO.XX 120312024 No Yn No WA 96&qua;s =set, NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 300 REINFORCED OXO 1203112024 No Yes No NA l45•3,4&gndx96&qud: 4 SERIES 420ALUMINUM SOD REINFORCFED SERIES 420 ALUMINUM 300 REINFORCED OX 12012024 No Yes No WA XO. XX966q0144319161001. 5 SERIES 420ALUMINUM 8GO REINFORCED SERIES 420 ALUMINUM 00DREINFORCEDXXX 12012024 No Y. No N/A 1438,qud:ree6qua: Florida Department of Business & Professional Regulation Fege l dl Building Codes and Standards +M7D21 Product Approval Appllc&dlon Detail rat agm z are am ow m" aMl Mgt YrlDla BIOIhGWL>r 21CM f k*AKAU Coll Validated ft =am B)Omalf FBSi2latmrl Approved RQMRW 2020 war.ossan,e dvWen rOvxhssd Door Owryn. Kanl.h John E. Sohn Jemmy P.Amesan. P.E. IW1212020 0929=20 10232020 12MUM20 Approved Corporation (3,10)704121 PE-51737 (904)821-5200 Category, stale Doors dkornlrllmwaynt•ostlm c eMiCa.parr. 6.dlonsl gdrler Door Assemblies an Compusnee MMhad: &vYuaion ROOM hem . Flodds RplstaMdAfMdad ate Uosnsed Floods i1 Professional Endnesr flalrl amiMoft ULEkKAIWO 1 ododDamnation C2EMctlllml[ Dmt a�*atl1QLY AaWairae7stitan MHVH1 ) tim 822mr& no" projuu0 3 5000/81DOS200M1105 MM. Mom width. 148MM. Mae Wahl. Glaring 12f912023 NO Yee Yes -31.0111-35.00 avalh6le In too or InArtn i session. 10 8OQgMlQ"2OQ0`1123 144A0e; Max isldth. 146s59: Ms hoW.(lading 1Y312023 No Yoe Yes +30,001.33.50 available In top or InkomneOlMe fedlon. 11 6000MIODS20001124 108459: Miss Wah, 1"Wor Max helont. Cessna 124312023 No alas Ya -34,4046.30 "lobe In rep or Intermediate, sedlen. Florida Deportment of Business & Professional Regulation Pawl at Building Codes and Standards 14=1 Product Approval Application Datall sd9l a131a,Lgt era Jlatl aa9.erwm art Lea zmwm llammom » arm8*a LWbwam Mammal atetrn Revision 2020 CuMas Division dMDG. Inc. Tom Ratay UL LLC Troy Behbo, P.E. 12MW2020 12612020 1221/2020 Appr.W CM4o0y1 EtlMor Doan 1641, 494-2613 (954) 247-MG "Catenow Exterior Door Components han.ralayg)aaarhlq.go Compliance MrhOd: Cotp&adon Mora or Lung m g� Aoorowdfr Us► Annoyed fa Ilse bD posion awl Wedud McW.NranhraMarw $gyp un HVM I2WIWRIa01i alr9laia P--- 1 eOT, 707, tt), 741, 757, 777, end 641 Sings, end Pon of Fluai. Glued. end Louvred.ngle.nd pain d 12rm=5 Yes Yes Yes N/A Doors halo. metal doom Florida Deportment of Business & Professional Regulation Pagel or Bulking Codes and Btulklarcis Mrm21 Product Approval Application DehB Qft grit or ore 2" 1 Rds mm xo mg Manuheiurr ggg(aMAndussAIISM vdldded r ydwwg alb Fat A®row a ZRM a" R.90on 2020 MI Windows and Doors grant gldinger American Aldhbedurol 810wn M. Urkh, PE 11117rd(i 11M7/1020 11M2020 Approved Category: Windom (717)385-3300 Menuhchrxe Msodalkm 1717r 317.6454 sibCMegorr: Single Hung bsltlnprQlMwO.van compllaaa Merhod: C.dkcahon Mar or Ugdno $IrWL81fL1®a aggfaYalQ.IMI Aomovednor UM kwHa Rum fg�g PrduetMarastomarrMew fi0tlrtErrlBiontsi InNlgli a B� Pressure 2 1B5 8h1 52X72 FINFlat got From# IGSG engM HMO 10)062023 No Yet No +8N60 L-kieted Glass .ge.a N to .�. 0 Q. Q O 2 C fU -0-75 W 0- Cn CC O �- N - O•. L.L .� -0ICUO CU Q Q I- � M ._ 0-0 W a. <C Z Z W J N 4G7• . N � r W •�. 4. cc C-4 _� •.,� C MI. 0- .0 N N Y y to ce C2 y .cc u •3 Cc N V v � � O sec a a 4/a O a- u O es- W clu > O CL CL V 0 s` W CU medaae H O Cep CU W Z z J Z Q J tL SHEET N0. PA 1.0 a--e Florida Department Of Business $ professional Regulation P.O. e .19 Florida Oep/rbnara of Business 3 Professional Regulation pop a+ Florida Deportment of Business 6 Proftrssltlnel Regulation Page t a+ Florida Department d Business 8 Professional Reguktion pop OL 162 so C O t°a a- .� •e-a 6 C (� C N c O LL Mn 'a O W v/ .}.r Q C O -/- L,� f � 0 t1t G O >� G Ate. l LA J = Z i O Gill. c A Q = C i N —� — LmA.. Off.• O N L <V Nr X N y E" c o=a Li •; y N O 7+ p C2. O u A- O {..I O O L C O L CIO V � Q O W a z J Z Q J a SHEET NO. PA 1,1 a2 Building Codes and Standards 1I2Bf2022 Building Codes and Standards tla+zlzt Building Codes and Shlndarda 1A/2Di+ Striking Codes and Standards +�vmz+ Product Approval Application DAtall Product Approval Appllutlat Detail Product Approval Application Detail Product approval Application DalAll �tl 2]121LV Or � � � Pentllnrr )� S4A �! Jill l�ClAam EdM � lmlY_1r �• EY! an all Edl Eaf.ElaaBA � ZygA Y�im � Elltllneer a Llrsnfe Velitleted av � � � � version AMDR%MW �� vAimaed So ��m �� �AOe`O11"t ��� � � =tllm J�14�I� fAtil anrrrrA uerre• y�p,g y�" y� f dpQgy,g � lYJi YAYIm 11Ir�11OC e a tJma• �81': Y�R YItltlYawwwm W fgl� dam ia�ll Revision 2020 TFrrn'a-Tru CorporaUen 9Eev■J■apereon Lyndon F. Schmidt P.E Ryon J. Kira P.E. 10A7I1021 W/18Q021 10'73lffi1 1TJ'I5•M17 Approved �r°A �m MI VanOoar sad Donn arrd anrnpr Ameawn Axnladunl Rmn M llnoh, P/ 7 tR7rJ00o 7tJ2v1o70 1112MD10 Ppproed Galep07 Exterior Doors (B00) 813.7828 PE•43108 (at 3) 7B7$58ti ArlunMtlon 2020 PGT bOlrrffie Jane RowweY M■rd-Oerb BCCO •CER MIerN-0■de aCCO • YAL 11ASR020 i1,o811p20 11A 1/2p20 /OpaquO RaN+IM 2020 MI Mndw'e and DOon a'em ENlrger Amman NCeAeclUral BteveA M lMa1. PE t0Aer1020 tggNJCm 1pna'202o Approved CMeQay:WlndoM (11T1]05-]3D0 MenulcturenAsfaclrbn (17T)317d174 Sur+DateAoMBWirpirlpE+d.riorOra4rAseexnh(las ejaepareal®thermatru.«) CMagav:wtn0owa (p11)10811-01p0 (77B)31S-i8B0 Calepgy:WndOVf (7171]a5.]]W M■nubCWnnAeraaYtlar 1717)]17.0101 het . Fbrotl Ca+eBoK WrN mMN.aan w� COlnpgel(aOMelnod:EwluativnROpvrtevma m euDcal.pvrr•aNgleHung Iraowm pyUnaame/,e � _ sub bNBN mhW.oars w� DrerplWa Method Cerefgltlon Msdr or, timing ered Ardtteet or a Licensed Florida Florida Registlmna Cartellerla YdDotl: Clatllo■tlM M.a a u+an B om Co^V YahOR CINAOMM Mar a LhahO IWa Prdaeal0rtel ErtpinBK .. :. rLIWl�1LB/aYtl ^. .. Aeele+atl Por Uer 3l4a •mom atlWY Rom DILL LaR rmomaamemuEra IA198SLfar W Amaretl ra tJr EWrMalEBM gpp/r( lLlhrla Eulm lr7ia(M �A 9rWatdaurala SQL ABlbbadtacYu dlaalYar¢tYa tmA/a g/IItQ IB.tgdti $lirat.11Yat ala+an eataNrL HIM Product Model, Number or Name MOItltet DNCnoean %tlnvaa[ uaraaon IJile In MVIQ Oufabe XVIS Premium z BN9700 il.a • IAirslle to d nl p■ ) nhryt��Bdr108 11.81. W VAndaa 07/30/2075 Yr Yes Vr N/A H61eb An end Flaree7mr 73v/21nwMlad derder omenm No yr No yy.88 1 187 PN 73 a ?2 Insulated FJlra OlC3lJtl23 Nv Yes No +601l0 1 aTheme-Tru Fiber -Classic and Smooth -Star Nominal OBdf9B8 aquof;Non-lmpaaaquotOpaque 1?/91/2022 NO Yes No WA Composite Edge Fiberglass liihde Door (I newinp/0ulayrinp: X configuration) 2 D. Themm-Tru Flbw-ClaBsk and SmaoM-Star Nominal BaMap;B 8quvkNon•Irtlpaa&quoL Opaque 1 Zh1/21Y12 No Vas No WA Composite Edge Fiberglass 3NgIs Door with 91LNIrts(s) (InewinpfOlAevdrlp; )GD, OJ(a OXO axttyure6ons) 3 aTAerhs-Tru Flow-Clarlo end Smeo+n.SLr NOMIneIB6R3a;B aquot;Non-InpedaquoR Opaque 11/31/207J No Yes No WA FlDergpme campoapr Edge OogbM Deal Wh « vdtl+out S(dNIW (Irlwuir7plOutsadnp; XXorCXXO a«thpuredgnq 4 d. Thernw-Tlu Rber•Clsssk and Sncah•9tar Nomina17aA3a;0 aquot;Non-Inpaaaquok Opaque 19/91/202Z No Yea No WA Composite F•dps Fiberglass fipple Door (InaWr+glOutaWnp; xmrtRpurrtlon) S a Thenre-Tru RhOr-Cl�ek and Smoot! -Star NomNu17aa1C1a,0 k(UcY Non•ImpBctaquot: Opaque 17/J1r20'22 No Yes No Wok Composite Edge Fiberglass Sn¢eDow weh 8idelbe(s) (Inawing+DutsWnp; XO, OX d OXO e +.7Aenre-Tru FlDr•CWNc rr0 arnocth-afar oaUlNglasdvns) Nominal ea03B;o4iquot;Non-ImpaaegUOr: opaque 12JS1r2022 No rse No NIA Florida Dsparenent of Buelnass i Professional Regulatlon P,q.+ d+ Florida DepsRmant of Business d Profasalonal Regulation Portal Florida Dsparanenl of Business 8r Professional Regulation Pass tit Composite Edge Flberdlar Stngb Door Building Codes and Standards 17YJOQt BlAlrirlg Codes and Standards 1Mtm1 Building Codes and Standards +�+ erleNll^Q1DldewtlB; Xrlordipulatlortl 7 q• ThemltTru Fiber•CMrsiv and @n+outh-aMr Nominal 8aa99;0 aquotNon-Imlaedaquok Opaque 17/31f2022 Composite Edge Fiberglass Single Door rddl No Yes No N/A Product Approval Application Dann Product Approval App1lCAtbn Detail Product Approval Application Detail SidelAs(a) (Inewirlgf01r1eNAng; �, OX IX OXO oonfi9uraeone) B h. Themm-Tru Fiber•Clereie and Smooth -Star Nomnal I)aiF30;08quokNon•ImpeoM,quet Opaque 12731l2022 NO Yes No NIA Composite Edge Fiberglass Double Dam wJ}h or CYOI ll� Era Er< 1 !� EgOa itlara: Elra Jila OrI.BmOm Era � tlldALB[ EIY Era Elti.da00a E0 Wrhad Bbslar (Inea1ng/0+Aa1(ngi X%or OX%O � � 1da01dMal(.E irvrareraUearr• yu,�ggj�, Designated yy{� FaCAmmvN J tWts. 3ma y)gypo ) L'wraa lnd,wrLLlerra Validated Me yg� FBCAaeluw EBaaJad � �/ ygypp llsoltlAlBlra EYyMt loaloM�iYllDn ,�( Y� Itilttm�id PJSr.lBattYa dQA[A11<4 iiAa g l Therms-Tru Fiber•Cbeficard Smrwth-Star obnnguNMonO) NOrttinN 08d39:8 AquotNoA-Impea8qual; Glazed 12/31l2022 No Yee No NIA Afamelion 2D20 PGT Inar+la+r JMs RoaowW M■rN-17oae gCCO •CER MamMDada aCCO • YAL 11p5R020 11,OSRp20 +1/+fJ2020 Approved RYdNM 2020 MI Wlndaw and Ona9 sets ekMOer WIr R Lomas. P6 sloven M UrIGh, PE 1t1i0g12020 1N08/J02p 10J1a2020 12I+5nX020 Approved Nlmralbn 2020 PGT mouarMp JM. RomwlN Ml►ml-sae eeco- CaR Mlml•Ora /ec0 • vAL 11p812D20 11gN2p20 11/11/2020 Appeared Composites Edgt Fiberglass Single Poor Cr•11•Y vNneeaa. (W1)486-0100 (798)3+5.2500 Cd■B•rY VVNdewa. (717)385.3300 PE•82511 (717)31T-8164 Cel■poy: YdnDows p417486-0100 (7e�317-27W (Irwvdnp�utewFlg; Xucrdlpumaon) atl,cr.ylgn Faad Hdeaaaklap¢IrlWesbac aubat■pery: wean bNNhwt*mlwd.tMm aubCWgbry: IAdIMe IraawkmppUrmuabee.c 10 ).TAarme-Tru Fiher•CffiWcand Snaoth-Star Nominal BaAl3e;8dquot:Nw+•Imyac{dquct, GL�+2ea 17!!1!.'072 No Yaa No NIA cdnpuans■ar.lnae: ceroLaesm awr+r atlNMp a++ CanpWNMd1+oG WsNatlan Rapnrt toms carpn.w Mrhaf:cvMeaOan Maniauamp an Composes Edge FlbarpbM 9Apb DoorWM flaAda Registered Mdrlted raUosneed Florida SWrOe(e)(InlndnglONsWng; 1(O, Ox«OXO - .. ,.,. .. :gam hdenMnM rngNer (1�tti�Yd - aanflQYlatlane) .. [f..i�a, Amnr•d far lN• Amrm,M fY tlr - .. /l IY� I�/M 11 k Therms-Try Fiber•Cbaek and &rtoofhSYr Nar++agl 08039;88quotNon-ImpsctaglJot Glazed 12/3112022 No Yes No NIA ��♦ �.... � ;-. '. Atal Ptaaar YedIL NaabY a Yam■ Produall Massanutten GB!'lf�LOdntlmilgt tlLltllL g(l(dgD-}>>� � � Cumpwtle Edge Fibapleee Double Door with or YaaIBUi 9ldellbf (IheNInpIOI+MNng; XX or OXXO IfYa■ b PVa-5720 (LArw MMNM Impact) tlalBd ALL V1nfA Pked Wndaw 0430/2027 tall E! � V. Y. Yr t� N/A gYalaLAtW(Aa'd !�a[ES ! �Blr Erlm 1 wa0ne W Nl Door rtl tMnOorw Aluminum w/ors OrVI/72028 Yes Yea Yes MIA 12 LTherma•Tw Fiber•Garic and Smooth3er aonBpuMlone) Nominal 7aygB;O bquot;Non-ImparffiquoC Obzad 121S1R022 Pb Vas No NIA 2�A 57W Vwed�a mN�um Mwrm 1M No Y. Yes NM Campvsies Edge Flbpptaw Single Door (IrtnMnelOubv+eW; Xmd'quretlon) 13 m. TArma-Tru Fiber-0Iwie and SmoolMSter NCmir17a839;08quokNon-Impedaquat Gazed 12/31/7074 No Yp No N/A Composite Edge Fiberylaae Single Door vAdl SWelih(e) (1naWirplOrdswinp; XO, OX« OXO configurations) 14 n. Thernu►TrU Flbr-Classk AM Smooth -Sher NomY»I tN►/38;0 aquot:Noh•ImprGAquph Gbeetl 12l51f2D72 NO Yef No WA Gornpoelb Edge FlDrgt1lae Slllgb DODf prYWingrotnawrg;. x mmlpulna0n) 15 0, Theme-Tru Flber•Cbeek and 31TIooN•Shu Nominal Bde99:06quokNon_ImpsaBqu^f; Glazed 12/3112022 No yes No NIA CompoaJb Edge Fiberglass Single Doorrilh SYdalna(s) (Insvdrrp70utnrinp; 7�, OX «O)CO Florida Dawranertt of Bltsk+eea S Professional Regukdon r.a 1 d1 Florida Department of Business S Professional Regulation rnaa 2 az Fbrida Department d B1Jatr)esb It Professional Regulation P./. t dz 1e p.TMmw7ru Fltwr•Cffiwk and Snwltth•Star mnnpuratlom) Nomwl'baa19;08quoCNomlmpactaquct Glezad 12J31/2(122 No rw No wA. Building Codes and 5ltirdards lavzazt Building Codas and Standards 1ltduzGlt Building Coffee and Standards +e12021 Composite Edge FlbBrgllYls DoUDb Door vAtlt or vdltFld Sidelihes (Inswiny0ubwind; )X or Iy0(O Product ApproYal Application configurations) Simpson Strong -Tie 2020 FBC Approved Products Updated 12/WM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r cwmo Simpson Strong -Tie 2020 FBC Approved Products Updated 12r V"2o Simpson Strong -Tie 2020 FBC Approved Products updated 12rJ0Mo For else t limits to all 88T approvals Isted below, CLICK HERE For direct Inks to all SST approval%listed below, CLICK HERE For Wect Inks to all 88T approvals Islod below, CLICK HERE Far direct Inks to all SOT approvals Rated below, CLICK HERE For additional Information regarding Harlda's 8talewke Product Approval System end Merte-0ade County Notkne d ACaep�rlce (NOA), cucK HeRE. For additional Information regarding Floods's Statewide Road Approval System and Mara -Dade County Name d Acceptance (NON. cucK NeRl. For additional Information regarding Floods's Stalewtle Product Approval System end Maml-0ade County Ndkne d Acceptance INCA). LUCK HCRC. Far addtlonel Information regarding Florlds's Statewide Product Approval system and Mam-0ade County NaOoe OfAcceptance (NON. CLICK NERl. FLN2388-R7 FL#10446-R6 FLY10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- 9/18" and heights ranging from 4-5116"to 11". Concealed flange A2U Product Mode]. Number or Name Product Description j)(ffi,jjf Product Model. Number or Name Product Descriotltrn 11111.11 product Model. Number or Name Product Descrinfion version (HUSC) available for models having width squalid or 1 Titan Stainless Steel Concrete & Masonry Screw (7N-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, AX A36, A44 Angles 1 ST, BTS, BTH Brick Ties greater then 3-9/16. 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- 3 AP844, APB44R, APVB86, APB86R, APB88, APB88R, APB1010. APS101 DR, APVBM. Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/0" and heights ranging from 9.1/4" to 16'. FL 9-R6 APVB44R, APVB8s APVBBBR, APV888, APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.83SDS, LGU5.25SDS Face -mount hangers 4 APDJT2.4, APDJT2R-4, APDJT2.8, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-e, Outdoor Accents Deck Joist Ties 6 CTS218 CompressiorVTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Asa ar Product Model. Number or Norma Product Description APVDJT2R-8 a DSP, SSP, TSP Stud to Plate 8e 15 LUC26Z, LUC210Z Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH48, APHH48R, APHH610, APHHe10R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.SA, H3, H8, H72, H16, MISS, H1t3.2, H16.28 HutrleaneTles 16 LUS verbhangars Fes Face -mount ling available in widths ranging g g from 1-9116" to 4- m hangers 2 SD9112, SD9212, S010112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL8, APT4, APTS, APVL4, APVLS, APVT4, APVTM Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HOT-3, HOT-4 Heavy Girder Tledown 518" and heights ranging from 3" to 10-15/18", 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 H624 Hurricane Tie 17 MGU3,63-SDS, MGU6.26-SDS, MGU5.50-SDS, MGU6,82-SDS, MGU7,00-SDS Fade -mount hangers 4 SDCF22434, SDCF2251 Z SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP TimberCF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HS62SDS1.5, HSS2.2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 6- SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CST2Z: CBT4Z Concealed Beam Ties 11 HST2, HST3, HSTS, HSTO Straight Straps 1/8" and heights ranging from 6-16110'td 6 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SOCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ 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 HTSQI BKTZ, HTSQ20KTZ Heavy Twist Strap M SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo Head Screw 12 DS Dry Well Stop 14 LFTA Light Floor To Anchor 9/16" to 39/16" and heights ranging from 3-1 f16" to 13.3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SOS25300, SDS25312, SOS25412, Strong -Drive 806 Heavy -Duty Connector Screw 13 FC4: FCS Framing Clips 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA38 Straight Straps Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed. SOS25SM: SDS25E00, SDS258M 14 FWANZ Foundation Wall Angles 18 LST149, LST173 Straight gaps 8 SDS261I2SS, SDS252008S, SDS26212SS, SD62530OSS, SDS253126S Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LTB20, LT840 Bridging 21 U aeries hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SOWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1DA-2, HI OS, HI 4, HGA'10 Hunicane Tles 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2.5W to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT MediumGiderTiodown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FLM0007-RB 19 K1381Z Knea-Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTAIS, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL1 IMU-Ra 20 1-30, L50,1_70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTTC78 Straight Straps EM11W MOdet. Numoer or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6663 Pre -Bent Straps Sw slit Product Mode]. Number or Name Product Descrkdlon 1 ATR318, ATR11Z ATR5/8, ATR3/4 Threaded Rods 22 LS30, 1.650, LS70, LS90 Skewable Angles 24 MST126, MST138, MSTI48, MSTI60, MSTI72 Straight Straps 1 SA series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 2 ATUDS, ATUDs,2, ATUD9, ATUD9.2, ATUD9-3, ATUDI4, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MT824C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7.1/8" to 37. 3 BP316.2, BP1/2, SP1/23, BPS/8-2, BP518.3, SPaM, BP3/4-3, BPRTU03.4 Bearing PMds$ 24 LSSJ2%2. LSSJ26RZ, LSSJ2SL2, LSSf28RZ, LSSJ21OL.2, LSSJ21ORZ Field Adjustable Jack Hanger 28 NCA200.12, NCA202-12, NCA2x8-16, NCA2x10-1e, NCA202.16 Bridging 2 DGBF series hangers Top flange hangers available in widthe ranging from 3-518" to 7- 4 CNW318, CNWi12, CfWV5/8, CNW3/4, CNW5/8-1/2, CNW314.W Coupler Nuts 25 L55R1.81, LSSR2.1, LSSR2.37, LSSR2.58. LSSR210-2, LSSR410 Field Adjustable SlopeableMkeweble Hanger 77 RCWB12, RCW814 Wall Bracing 1/8" end heights ranging from 9-1/4" c, 24", 6 CTUD55, CTUDW, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIS, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 Wild 3- CTUD98, CTUD99 27 ML23Z, 14242, ML282, ML26Z; ML2107 Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1 hV to 24". 6 N3, N4, N6, N6 Heavy Hex Nuts 28 MMHB Rod Tie -Down 30 SP1, SP2, SP4, SP6, SIPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widthe ranging from 1-3/4" to 3. 7 RTUO3, RTUD38, RTUD4, RTUD48, RTUD5. RTUDa, RTUD7, RTUDB Ratchedng Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHO, SPHS Heavy Stud Plate Tie Sib" and heights ranging from 9.1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU2e, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 551.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1 /4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RSCP Rod Boundary pips 33 ST9, ST12, ST18; ST22, ST292. ST2122, ST2115: ST2215, ST8215, ST6224, ST623a Straight Straps 7/8" and heights ranging from 11"to 32-1/7', 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Rod Tie -Down 34 TB20, TB27, TB30, T836, TS42, T046, TB54, TBW. TB80 Tension Bridging 6 EGO series hangers Top filings hangers available on widths ranging from 345W to 7- 11 URS4 1/2" Uplift Rod Run Tledorvrt System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBIO, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from t t-1f4" to 37', 12 URSS 5/0" Uplift Rod Run Ttedown System 34 STC, STCT, OTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tisdown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to e-7B" 13 URSB 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS109, W8106C, WBI28, WB12OC, WB143C Wall Bracing and heights ranging from 8-1/7' to 28". 30 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11"tie 32'. F F1910531-115 9 HB series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- g104q1-RO FL#10447-RS 112" and heights ranging from 8" to 301. §Kfi Product Modal. Number or Nama Product Description AMI Product Model. Number or Nama Product Descrintfon 10 HGLS aeries hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 C131­12.374:5, CSH2.370.03, C13H2.37x9.75 Concealed hangers and heights ranging from 10-117' to 28". 2 HDC10/4, HDCI Or22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Foos -mount (DU, DHU) and top -flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 /4" to 8- 3 HDQ8, HHDO11, HHDQI4 Hold-down 2 DSC2R•6DS3, DSC2L-SDS3, DSCSR-SD93, DSCSL-SOS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9119" and heights 718" and heights ranging from 7-11Z'td 37', 4 HDU2, HOU4: HDU5, HDU8, HOW I, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15110". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purtn anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGV3.63SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". a LSTHDB, LSTHDSRJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRO5.25/3.25. HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2.5/18" to 3- 7 MASA, MASAP Foundation anchor strap HHRC68 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18" to 28", 8 MPAI32, MPAI44 Strap4tyle purlin anchor a HRC1.81, HRC22 Hp Ridge Connector 318" and heights ranging from 5.5116" to 12-7/8". 14 HUSTF series hangers Top flangedoist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA26, PA35, PA51, PASS Strap4lyle purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-513S. HHGU5.62-SDS. HHGU7.00SDS, HHGU7.25SDS, Fsce-mount hangers 3.9/16" and heights ranging from 5.3/8" to 13-1/8", 10 PA118, PAI23, PAI28, PA135 Strap -style purlin anchor 8 LSU28, LSSU28, LSSU210 Light Slopeable/Skewwable U Hanger HHGU9.O0-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9118" to 5- 11 STHD10, STHDIORJ Strap -style hold -dawn 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/16'to 15". Concealed flange 12 STH014, STHDI4RJ Strap -style hold-down 10 TC24, TC26. TC28 Truss Clip HHUS7.25/10 version CHUCTF) available for all models having width equal to or greater than 2-0116". 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skewed face -mount hangers available in widths ranging from 3- THAC422, THA428, THA422-2, THA428.2 118" to 5-IM" and heights ranging from 4-3/4" to 16-3(4". 18 HWP series hangers Top flange hangers available in widths ranging from I.0118" to 7- 12 THAI1.81/22, THAl2.06122• THAI2.1/22, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger &ad for I-Joats Concealed flange version (HSURC, HSURC) available for all 118" and heights ranging from 5.3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2)(and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available In widths ranging from 19/18" to 7- 14 THJA26, LTHJA28, LTHMA Multiple Trues Hangers 8 HTU26, HTU28, HTU210, HTU25-2, HTU28.2, HTU210.2 Face -mount hangers I/2"and heights ranging from 5-3/8" to 37', 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1.9118" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- 10 TSSR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange ISM" and heights ranging from 9-1/8" to 1e". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5.318"to7.IM'. 10 HU001.61/9SDS, HUCQ1.81/11SDS, HUCQ210.2SDS, HUCO210-3SDS, HUCQ310- Face -mount hangers 20 J8A series hangers Top flange hangers available in width of I.9118" and heights SDS, HU00410-SDS, HUCQ412-SDS, HUCQ5.25SSDS, HUCW25/11-SDS, HUCQe10- ranging from 9-3/16" to13-118". SDS, HUCUS12-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3OM1020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1 20 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/Y020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Far dyed Inks to ell SOT approvals Food below, CLICK HER For direct Inks to elf SST approvals Isted below, CLICK HERE For direct Inks to all SST approvals fisted below, CLICK HERE For Bred Inks to ell SST approvals Isted below, Ca LQK HFRP Cr It Ir HFR For additional information regarding Florda's Statewide Rouud Approval System and Mun-Dade County Notice of Acceptance (NOA), cucK HERE, For additional infororormation regarding Floridan Statewide Round Approval System and Mami-Dade County Notice ofAcceptence (1,10A), Foraddlionsl infarmaticn regardtrg Flori(Ms Statewide Product Approval System and Mam-Dade County Notice of Acceptance INCA), cr rr uoRc, For additional information regarding Flo da's StalmvWe Road Approval System and Mami-Dads County Notice d Acceptance (NOA). . ,eon • niR®x 21 LB series hangers Top flange hangers available in width of 1-0/16" and heights FLet17468 R5 is SLBV1.5e, S/LBV1.81, SILBV2.06, S/LBV2.37, S'LBV2.5e, S/LSV2.68, S/LBV312, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 6.318" to 15-1/8". S1LBV3.58, S/LBV3.62. SILBV4.06. S/LBV4.12, S/LBV4.28, SILBV4.76, S/LBV5.60 6 Strong -Bolt 2 (ST82, STB2.4SS, STS2498) Strong -Bch 2 Wedge Anchor for concrete available in carbon 22 LSAZ series hangers Top flange hangers available In width of 1-9/16" and heights Product Modal. Number or Name Product Description 19 SILTT20, SDTT2Z, S/H11714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9.3118" do 13-118". 1 HHUS210.9, HHUS210-4 Joist Hanger 20 SMSTOO, S1MST72 Straps 118 mil (10 go) 7 Then HD (THD-H, THD-HMG, THD-H488, THD-HOSS, THD-CS, THD-CS6SS) Then HD Heavy Duty Scraw Anchor for concrete and masonry 23 L.EG3, LEGS, LEG7 ashes hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSs, HRS12 Strap Tles 21 SP4, SP6 Stud Plate Ties avokbIs with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and 7/8" and heights ranging from 9" to 33-1r2', 3 HUCQ210-2-SDS, HUM210.3•SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties Type 316 stainless steel 24 ME05, MEG7 series hangers Top flange hangers available in widths ranging from 6-1/4" to 6- 4 THGB2, THG83, THGSH2, THGBH3, THGB114 Joist Hanger 23 STC, DTC Truss Clip 7/8" and heights ranging from 9" to 32-1tT. 5 THG02SDS3, THGQ3-SDS4.5, THGQ42-SDS3, THGQH3SDS4.5, THGQH4SDS8 Joist Hanger 24 TB022 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50 34RC) Then HD Threaded Rod Coupbrfta concrete 25 MIT aeries hangers Top flange hangers available in widths ranging from I -9/19" to 5- 6 THGW33, THGW3.4, THGW", THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB26168RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24". THD50234RH, THDIO212RH) 28 PF, PFB, PF08, PFDSB series hangers Top flange hangers available in width of 1-9/18" and heights 10 Wedge -AIR (WA) Wedge -Ail Anchor for masonry ranging from 33/8" to 7.1/8". FL011473R5 FL#1890+115 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/1e" to 7- fig" Product Mgde]-Number or Name Product Description AMI Product Mode]. Num bar or Name Product Description FL#1623g R9 1/8" and heights ranging 9.114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.a2-SDSHDG, CCQM4.e2-SOSHDG, CCQMS.50-SDSHDG. CCTQM3.e2-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQM5.50-SDSG, COCOM3,82SOSG, CCCQM4.e2-SDSG, AW Product Model. Number or Nama Product Description 3 HIS, HISS, HI8-2, H18.2S HunicaneTie CCCQM5,50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adheave for concrete or masonry FLIN0960-R5 4 HETA12, HETA16, HETA20. HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4(T, ECCLOM4.62G.KT, ECCLOM5.50G-KT, ECCLLQMD3.62G.KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhestvefor masonry 5 HETALI2, HETALI6, HF-TAL.20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.60G-KT, ECCLRQMD3,62G-KT, ECCLROMD4.e2G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Aga Pmduct Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQM05.500-KT 4 Strong -Bolt 2 (ST62) Strong -Bolt 2 Wedge Anchor for masonry 1 ASA44, ABA44R, ABA46, ABA48R, ABA86; ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Then 2 (71,12) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU54 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tledown 4 LGUM2134, LGUM26-3, LGUM254, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-1143S, THD-H83S, THDCSSSS) Than HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ASU1212. ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwfth hex head, and 316 shinleas steel with 3 ABW44Z, ABW44RZ, ASW46Z, ABW48RZ, ABW66Z, ABW86RZ, ABW/-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.12/9.25, MSHA3.12111.25, MBHA3.56/7.25, MBHA3.5619.25. MSHA3.58/11.25, Masonry Top Flange Seem Hangers countersunk head. 4 AC4, AC4R, ACE4, ACe, ACSR, ACES Post Cep 11 MSTAM24, MSTAW6, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.66/11.98. MBHA3.56114, MSHA3.56/18, MBHA3.68MI8, MBHA5.5077 25. 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 6 BC4, BC46, BC4R, BC6, SCOR. SCB, BCS2-2/4, BCS2-3/8 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strop for Masonry MBHAS.5019.25. MBHA5.50/11.25, MSHAS.Wl1.88, MBHA5,50/14, MSHA5 50118, 8 CB44, C846, CB48, C988, COSS Embedded Column Bass MBHA5.50l18 7 CB5044-SDS2, CBSQ48-SDS2, CBSQ86-SDS2, CBS086-SD52, CBS086-SOS2 Embedded Column Bass 6 MSHU3,5e/9.25, MBHU3.56111.25, M13HU3.56/11.88, MBHU3.56114, MSHU3.66/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolded column caps with W1 ranging from 3-IX'tD 9-117 and FL#11496-R6 MBHU3.56/18, MBHU560/9,26, MSHU5.50111.25, M13HU5.60/11.88, MBHU5.6OM4, W2 ranging from 3-518" to 7-1/21' MBHU5.50/18, MSHU5.50/18 AW Product Modal. Nulatler or Name Product Dascription 9 CCO-SD82.5, ECCQSDS2.5 Series Screwed column caps with WI ranging from 3-1/4" to 9-1/7' and Aby Product Modal. Number or Nama Product Description 1 X3481018. K, X1 S1016, X1 BI010 4K, X01S1018, XQ113101 O-4K #10-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3.5/8" to 7.112" 1 DTri Z Deck Tension Tie Drill Point 10 CPT44Z, CPTeaZ, CPT88Z Concealed Poet Tie Base 2 HD12. HD19 Bolded Holdowns FLANW&Re 2 XLQ114T1224, X1-0114B1224dK #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EP844, EPB46, EPBe5 Embedded Post Base 3 H03S, HD5B, HD713, HD9S Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTTS-314 Tension Ties JW Product Model. Number or Name Product Dosc Notion 3 XMQ114SI224. XMQ114DI224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB86 Embedded Column Base 5 LTT19, LTT20B, LTM1 Light Tension Ties 1 SOW22300, SDW22338, SOW22438, SOW22458, SDW22500, SOW22600, SDW22e38, Strong -Drive SOW EWP-PLY and TRUSS -PLY Sorewe Tapping Screws with #5 Drill Point and Medium Diameter Hex LPCSZ Light Post Cap SDV922834 4 XQ114S1224. XQ114B1224.2.3K X114SI224, XQ712S1224, XQ11281224-2K #12.24 Strong -Drive XMstol Sell -Drilling, Tapping Screws with I116 14 15 LPC4Z, MP8442, MPB88Z, MP88aZ Moment Post Base 2 SDWCI5450. SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 18 P844, P844R, PB4d, PB69, PB68R Embedded Poet Base FL#13620-R5 3 SDWHI93000R SDWH19400DB, SDWHIWWDB, SOWH19800DB, SDWH19100008 Strong -Drive SDWH TIMBER-HEXScnrw 5 X1J34S1018, X J348101"K 010.16 Strong -Drive XU Mehl Self -Drilling, Tapping Screws with 17 PSS44A, PBW, PBS69 Embedded Poet Base 4 SOWH274000, SDWH27ODOG, SDWH77800G, SDWH271000G, SDWH27t2000 Strong-Dr"SDWH TI MBER-H EX H DG Screw #1 Drill Point 18 PBVB, PBV10 Round Post Base Jli9.a Product Model. Number or Name Product Description 5 SDWS16212, SDW916300, SDWS16312, SDM10400 Strong -Drive SDWS FRAMING Screw 19 PC44.1a, PC49-19, PC48-18, PC6418, PCOO.16. EPC44-16, EPC48-16, EPC48.15, Post Cap 1 SB5/8x24, S87/8x24, S81x30 SS AnchorSoks a SOWS19800, SDM1971Z SDWS22400,SDWS22500,SDWS'22512, SDWS22W0: Strong-DtNe SDWS TIMBER Screw (interior Grade) EPC84-18, EPCOO.18 2 SSTB16, SST820, SST824, SST628, SSTB34, SSTB36, SSTBI BL, SSTS20L, SST824L, SSTS Anchor Bolds SOWS22800, SOWS22900, SOM221000, SOWS221100, SDWS221200, SOWS221500 FL#36320-RO 20 PC4Z1 PC4R7, PCBZ, PCBRZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPC8Z, EPCSRZ. EPC8Z. Post Cap SSTB28L 7 SDWS22300DB. SDWS22400DB. SDWS22500DB: SOWS22WDDB, SDWS2280ODS, Strong -Drive SOWS TIMBER Strew (Exterior Grade) EPC8RZ SDWS221000DBA Product Modal. Number or Norms Product Description 21 PPB44 42 PPE44.OZ post Base 8 SDWS22312DBB, SDVVS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB48, OSSCB45, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL013972-R4 9 SDW327300SS. SDWS27400SS, SDWS27500SS, SDWS27800SS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing FbcedClip Connector SDWS271000SS, SDWS27120OW 3 FPHSD34S1018, FPHSD34B1010, FPHSD348101"K, FPHS034S1214. #10-16 and #12-14 Strong-Orrve FPHSD Framing-to-CFS Self - Product Medal. Numberor Nam* Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHS03481214. FPHSD34B1214-5K Drilling, Tapping Screws E69LOSIM I CMST12, CMST14, CMSTCIB, CS14, CS16, C818, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, $FC6,25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAI2, FHA18; FHA24: FHA30, MSTI28, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC225, SSC4.25 SSC6.25, MSSC2.25, MSSC4.25: MSSC6.26, Steel Stud Connectors Product Modal. Number or Nama ProductDeffcriotlon MST148, MSTt60, MSTI72, S1MST27, S/MST37, SIMST48 MSSC4.25KW, MSSC8,25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FLX15363-93 6 RCKW3, RCKW5.6, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Well Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI40, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 90843.5, SC845.5, SCI347.5, SCB49.5, SCS411,5. MSC845.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH40.8. GH46.6, GH48.8, GH48-8, GH410-8. GH4104 GHO", CHO". G1-168.6, GH68- Girder Hanger 5 LSTA9, LSTA12, L5TA15. LSTA18, LSTA21, L.STA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) AW PnodUct Modal. Number or Name Product Omflotfon 8 9 SCS32.5/97, SCS62-5Q7. SCS02.51118, SCS82-&i 18 SCWb.25, SCW5.5 Bypass Framing Connector Head-of•Well Slide -Clip Connector 8, GHS'l M, GHOIM a LSUBH3.25, SUSH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS IOSS, AS I SS8 Is ga. Truss Plates 4 GLB5A, GLB5B, GL85C, GLB5D, GLB7A. GLB7B, GLB7C, GLB70 Mullein Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 11 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 S&83.518 Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector 5 GLBT512, GSLTa12, GLBT518, GSLT818, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS1e, LTS18. LTS20 Light Twist Straps 3 4 AS-20 ASHP 20 ga. Trues Plate Hinge Plate Connector 12 XLSH34B1414, XLSH7881414 #14-14 Strong -Dove XLSH Shouldered Self-Driling, Tapping 6 HGLBA, HGLSB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, STs215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC4Q MSTC52 Straps 54 mil (16 go) SMe-AS 7 HGT-2, HGT-3, HOT-4 Heavy Girder T(edown Universal Foundation Plate 10 11 MSTC88, MSTC78, STS238 MTS12, MTS18, MTS18. MTS2Q MTS30, MTS24C, MTS30C Straps 88 mil (14 go) Medium Twist Straps 13 XQ1S101 S. XQ18101d-4K, XQ1S1214, XQ181214-3 5K, X078SI224, X07881224-3K, 410-18; #12-14, and #12.24 Strong -Drive X Metal Self -Drilling, 8 9 UPP10-SDS3 URFP Universal Retrofit Foundation Plats 12 SiS1.5e, Sffli Bl, SW.06, SIB2.37, S/82.56, S1B2.88, S/B3,12, sW.56, S183.62, S/B4.06, Top Flange Joist Hangers FL#15731}•R4 XQ114S1224, X0114131224-2,5K X0112S1224, X0111281224-2K, X34B101S-SK, XIS1010, XI81018.4K, X181214. X1B1214.3.5K Tapping Screws SIB4.12, SM4.28, SfB4.76, S65,50 13 SIBA2.12I8, S1BA2.12110, SMAZI X12, S/BA2.12/14, SaA4.18/8. S/BA4.18110, Top Flange Joist Hangers fiW Produot Model. Number or Name Product Description SIBA4.18/12, S/BA4,1SM4 1 ET -HP Adhesive Anchor for concrete 14 SM1A Hurrcans Tie 2 GAC, GDP, GDPM-50, GDPM-75, GOPM-100, GDPS, GW-60, GW-76, GW-100, GTH Ges•actuaterd fasteners and assemblies 15 SMDSS, SI1-1088, SIHDIOS, 811-10106, SIHDISS, S/HD15S Holdowns 8 POPA, PDPA-K PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHA3, PTRHA4 16 SIHDU4, S/HDU6, SIHOU9, SIHOUI1 Holdowns 4 SET-3G Adhesive Anchor for concrete 17 S/JCT, SMJCT Joist Hangers August 10 2022 N N S Cn U N N Q. O C Q CU 0 -,0 13- , W C (U O O O O C 0 LL. 0 M-0 E O I- Cn �. -0 - rrCU L./ ) Q Z Z ■ N r W OLi z a� Q A V eV rt CC 3P4 A H- 0- to p ►. „V. ca M S1G y � m E ~ c V no r V Y � O N do 40 6 C a � O ar Ca• dr. E �e z r� v � ca O > L CL O CL Sal. U O L CL V/�I L) ��/V'� W =3 < O L ICU LU �^ Q W Z Z Q J a PA 1�3 N L Cn j (D U � � O MIAMh �Cot�rrnt PGT Industries, Inc. PGT Zndastries, 7ner. O ` 0 >*u t scat¢rsrraatczreno NOTICE OF. ACCEPTANCE: EVIDENCE SUBMITTED PGT Indust . be. NOTTCE OF ACCEPTANCE: E1'IDENCE SUBMITTED (D CL O 0 cis -0 p_ 11"AR'r�rrOF ]MGMA ORYA.I7>! Bt OM10®Qc RE'SOMMIS. f ate, Via. 33175-2474 NOTICE OF ACCEPTANCE • EVIDENCE SUBXMrTED . � �.• � � �,i Bvaxnarmcoda�►t:►ain+QsTurio�rnms�o i $,. z 31+«..0�� 1. EridencesabmitCed underpeelionsNOA D. QUALITi�'ASSURANCE 0 � M - Fn NOTICE. OF ACCEP YMNCE (NOA) .jr A. DRAWINGS B. TESTS (continued) 1. Miami Dade Department of Replalmy and Economic Resources (RER)- O -0 � PGTbWk Ties, hW. 1070 Technelogs Drive, I _ i+uiacncfact tees die drawings and sections. 5. Test report on 1) Air bu�a ion Test, per FBC, TAS 202-94 O 2 C p O � Nort4 Venice, FL 34275 (Submiftd under NOA No. M-01fl7 0�4) 2) Unifourt Static Air Presssrre Test, per FBC, TAS 20294 E. MATERIAL CERTIFICATIONS C � O LL Sce�rE: 2_ Drawing 1�Io.1dI�-5370.0, titled"Vtnyi Sliding Glass Door NOA (Ldyl}", sheets 1 3 WaterResistance Test, FBC, TAS 202-94- 1. Notice Of Acceptance No. 1". 529.14 issued too Vision Extrusion Limited for their (p � ,, - M O This NOA is being trotted ntadex the sppiicabltYrules andrergujatioas governing the use of The through 21 of 21, pTep�aered by manufacturer, datex11On35f i 5 ttrkth revision A dated 4} Missile Test FBC TAS 201�4 3 L F� '"tV�e Rigid PVC Exterior Extrusions far Windows and Doors", dated 08113115, 0 E O O dot�rnm ettatiam s>Lsbmitted has bteem revieeered and aoeepted rby Miamai-Dadt GoeuatyRER -Product Coracol :kcttioa to be u nd is Wanni Dade Candy and: Qdw areax where sU weed bylbe Mhority Hm* 7wia6cbm (AID). and sealed A. Lunn Miller, P-E 04105i17, by 5) Cyclic Wmd Presmre Loadingper FBC, TAS 20394 6) Foseed EMy Test, per FBC, TAS 202-9 4 egg on 091301I9. 2. 1+latice of Acceptance ?�io: T 20.05 issued to Vision Eactrnsion Limbed for their '`�'E pep t� O s_ , 4 , C Mn CL C � � � O. U This.NOA shall notbe valid afkrthe empnafim datesta�tedbelow-T'he Mami-Made Cody Pwduct C=*d Seco as B. TESTS along with madod-Op drawings. ant! installation diagram of vinyl sbdmg glass door, prepared 1000 Tan 202 and hote�r Shades (Nos-fi%Wb) Rigid PVC Exterior Extrusions for i-- . Cis Q (In bliami.Dade County) endtorthe AM (iaaressothex thnnMiami Dade County) reserve the right to have this L Test report on 1) Unihanm Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Tesbgg Labs, Inc, Test Report No FTL M549, dated 1 L%q5., signed and Vbdows and Doors' ; dated 12=116, expiring on.1212912i. product or tr wksid testedfor quality ass an epnspaecs. If this product or tuateci of i'ails to pelf in the accepted 2) Large Mile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega,. P. E. (Test report revised on 12/04115 and 02/1 U16) 3- Notice of Acceptance No-15-0528.15 based toVision Extrusion Limited for their "Brown manner, thenuinuftdom will incurtheexpense of sbdttestiaa and the AH7mayim:aindiawlysevoke, mo dif r or 3) Cyr Wind Passwe Loadmgper FBC, TAS 20394 6. Test report on 1) Air IaFillratiu Test, per FBC, TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Ex*riar Extrusions for suspend the use of such product oc -ski i' nihin their jurisdiction. RFR reserves the tit to revoke this along withmazlaed-t� � � diagram. of �� �' � 2) Umfomn Static Air' � Test, per FBC; TAS 20294 Windows and Doors'", need 08/13115, e2cpstyng ore 09/30f19. d acceptance, if it is determined Miami -Dade C Piudnct Control Section that this orn�al fails to pw by Fenestration Testing Lab, I=, Test Report No- FTL 8717, dated 12/07/15, signed and 3)'Water Resistance Test, per FBC, TAS 202-94_ 4. Notice of Acceptance No.164712.02 issued to ENERGI Fenestration Solutions USA, niece the w of the applicable budding code_ Thiproaoct is approved as descaUd herein and has been designed to cco ply win dw Florida Building Code_ s seated by Idalmis Ortega, P- E. (Test report rewis.ed on 02/15/16 and =411 (} 4) Large Mnssile Impact Test per FBC, TAS 201-94 Incfor their -TAN 3040 and Lighter Shacks (Non -White) Rigid PVC Exterior Lift-usions for'P�'iadowrs and Doors" dated 09A5116, g on 02104/21. including the High Velocity He meamre Zoe 2. Test report ate 1) Air In�atyion Test, per FBC, TAS 2.0 94 2) Utdcan Static Air Ftessure Test, per FBC, TAS 202-94 5) Cyclic Wend Pressure Loading per FBC, TAS 20394 along with d-up dra MgS and installation dopm m of vinyl sliding glass door, prepared 5. Notice of Acceptance No:14-0712.04 issued to ENERGI Fenestration Solutions USA, DESCRI mom: Series. "MMV2770" t my-1 Sliding Glass Door (Rciefwcrd) whw9(4 & 13P cos sers-L14i.L 3) Water Resi#ance Test, per FBC, TAS 20294- by FenesMm Testing Lab, Inc- Test Report No. FTL 8552, dated 12104715, signed and Inc.: for then "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior APPROVAL DOCUN EN-f. D nrwing No. Mil-S.VMA RevB, titled "Vinyl: Sliding Glass DoorNOA (iW, s1 4 Large Missile .Impact Test per FBC, TAS 201-94 sealed by Ides Omega, P. E. {Test regent wAmd on 02115r2016) Extr-usio�ns for R•mdt►w s and Doors" dated 04115116; egg on 0411 &20. sued macul1acturer, dated 10/05115 and last vvis ed on 02/01/21, and sealed 1 tlsrou� a.1 of 21, ptr�r by seed � 5) Cyclic Wind Pie Loading per FBC, TAS 20 94 7, Test report em 1) Uniform Static Air Pmsease Test,. per FBC, TAS 2029�t 6. Notice of A tuner No_ 16-0712.03 issued to ENERGI Fioa Solutions .USA, SA, enstrabWindows A. Lynn MMff, P-E., bearing the Miami Daade CountyProdoct Control Re-6sion stamp with theNotice of 6) Forced Entry Test., per FBC, TAS' 202-94 2) Large 1 Impact Test per FBC, TAS 201-94 ��, �-C Extrusions for and Occurs" Inc.for there P Exterior d Acceptance number and expiration date by the Matmai-Dade County Product Control Sectisaa along wft=t&ed-,up drawings and installation, dapm of door, YT sliding d 3 C Wind FBC, TAS 203 94 ) Y �� Pa 0940117, expiring on ilN&I8. MISSii.E IMPACT RATING: U and Small Missile Iaapact Resistant ''� by Fen esbatim Testing Lab, Inc,, Test Report No- FTL 854tf, dated 1 IMCr1152 signed and along with tendered-W drawings and installation diagram of vinyl sliding glass doer, prepared 7. Test reports No(s). 10-002-7g2(A), 10 �M0527, 535753-09, per A►STME-84, anab': 1= See table 1(sheet 7, and table 2 (fit, fo; applicabk SGD unit sizes, design P reinfarrereneut4 types= seed by Idahnis Ortega, P- E. (Tied repostreviSmd an 01�tk11i6 and 02111r2016) by F iore Testing Lab, Inc., Test Report No. FTL 663M (samples A-1 thru A-22), darted r AST&M 1929 and ASTN D-635, issued by EXOVA to Vision Extrusion for cellulosic glass types, sill rarer (ace tables B-18e; B-2; shedds 7-8) soled anchorlayout sleets requiremmta in l l turn 16_ 3. Test report on 1) AirInf It ation Text, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 11/19110, signed and sealed by Jorge A. Canso, P. E. (SubwhW under NO-4 A& 11- 0107 04) composite material. Subbti&tgrl under 1V0.$ A?0.11-01 d7.84) 2. Rigid White PVC, Tan (Float -wrote) Rigid PVC andBmvm coated (Paintedor lamnmftd)vihine RipdPVCto be labeled per resat NOA'a regnkemeats. 3) Water Reece Test, per. FBC, TAS. 20294 8 Test report on la Air Infiltration Test, per FBC, TAS 20294 8_ Notice ofAc No.1d-0916.0 issued to Kutara Aooerrica. Inc. for their �P�re Y 3. Egress opesabledoeas must comply v tb min clear vn th or heeght per FBC requirement, all applicable. 4) Large Missile Impact Test per FBC, TAS 20194 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 " SeutryGiastg (Clear and White) Interlayer", expiiing on 07/04/18. 4. Pocket wallas under separate appr'ovak to be revievaed bey Builder official. 5) Cyclic Wind Pie Loading per FBC, TAS 203-94 3) Water ResisEant a Test, per FBC, TAS 202-94_ 9. Nome ofAcceptmce No.16-1117.01 based to Kwaray America,, Inc. for their "Troiife 07/08119. LABELING: Each unit shaft be w a pemanent label with the nu mreiacraur esname or logo, city, state andseries and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missik Impact Test pexFBC, TAS 201-94 It Ultradeaatr. Clear and Color P17B Intearlayers", expiring on followiagstRument:'Mann-Da+deCanniy Product ConvWAgprvved",noted herei . along wrthmasked-up dmvmpand iastalhtitni diagram ofvm)isliding glassdoor,p ed 5) Cyclic Wind Pressure Load perFBC,TAS203-9r4 R�'EW AL of dais NOA shall be coasedered afWr a! renevrai ipplicabon has been filed and there has be a nno by Fftestratm Testing Lab, Irtic.., Test Rxpott No FTL 8547, dated 12"15, signed and sealed by Idalmi� Ortega, P. E. (Text report imised. on 0211916) 6 j Forced Entry Test, per FBC, TAS 202-94 along with madwd-up drawings and installation diagram of vinyl sliding glass door, prepared F. STATEMENTS 1. Statement utter of confo mance with FBC-51hEdWon (2014) and FBC-ft1kEdition change is the applicablebuilding codeaegativriy affecting the perfuamaace ofthis P TERM%tiATIO1k of Ibis NOAw+i1l occur after the d piraetiare deste: or if thew hasbeen a rervisioen,orr change in the 4. Test report can 1) Airmen Test, per FBC, TAS 202-94 by F+en esration Testing Lab, Inc., Test Report No- TTL 6337 (samples A-1 thru A-5), dated (20171 issued by maaufacttura, dated 0&14117, sipped & sealed by Lynx Millm P.E. snatene]s, use, mdlar maem�aecna+e ofBYe prodoctarproaess. Misuse ofthis NOA as to eadorsente�t of aoypsvduct, 2) Uniform Static Air' Pressure Test, per FBC, TAS 202-94 12106110, signed and sealed by Jorge A. Canso, P. E_ (Submined under NOA No.11- 2. Statementletter of no financial interest, dated 01/19117, issued by mmanafklures, signed for asks, advertising or any odarputposesalrall autom ak c ally b mia:ie dm NOA- Failure to coemplywith any section of" NOA"be cause for andremovel ofNOA. 3) Water Resstaaoe Test, peer FBC, TAS 202-94 4) I e NhsWe InVW Test per FBC, TAS 201-94 0107.09) & sealed by Ly=m MAM PY- 3. Le tter of lab compliant part of the abaft test reports. ADVERTISEMENT: The NOAnumlm precededby the. vrortk Mrasmi Dade County. Florida, and followed bythe 5) Cyclic Vrmd Pie Loading per FBC, TAS 203- 4 C. CALCULATIONS 4. RER Test Proposed No-17-0397. dated 05/05111, signed by Ishaq Chanda, P.E- eapautiom date maybe displayed m advammg btaut we_ If aaypodWu of the NOAis displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 20294 i _ Ancimr' vwfication calculatiem and structural analysms, complying with FBC-2014, G. OTHER N douse is its entirety. INSPECTION: A copyof 1hi3i erttise NOA sbali beprooditled to true usw bylhe m:mtfactuser or iAs distcibutacs and atiOnB with mailed -Bp drawings and installation diagram of VinYi sliding glass doer, l P by Fenestration Ttstiisg Lab, Inc_ Test Na. l 'TIr 8548, dated 12104/i 5, signed amui prepared tied key PGT, dated 12109115arrd last revised rn 02115/16, signed and sealed by AnthonyL Miller, F.E. (Subrarfrkd erlet• ATOA No 15-1.210.01). 1 Notice of Acceptance No.15-1210.01, issued to PG'rT Wus Tics, fo�rtheir Series N `' shall be avaiilable €or in%xvticen at the jab site st the sequeaet of titreSuildi g OfFicial. seabed by Idalmis t7rtsgao,'P, E. ('Test srpa►rt revised oil fl 1/0411b and 021i 111 fe}. `+ 2. Glazing comoplie s with ASTME-1300-09_ "557fl/2770'" 4'in;�'! Sliding Gloss Door (Reinforced) L.&I.L'", eKpiriug on {141i421 '^ 'Reis NOA revises & reae m NOA #20-IM29.05 stud consists of tsispFago I and etidencepages E-1. E-2, E-3, E-4, �� " � e �+ rr� "1 h.L. a c E-5 & E-t as well as approval document me n ioned abcw- Islraq L C3kam a, P.E. Uhaq L ch"Aa, P.E. "aq_L Quaaa, PX. On d The submitted den maec ate was reviewed by Islmq I Cho nda, PE. Product Control Gait 5stperviser Product Control Dab Supervisor Product Control Unit Supervisor N c NOA No. 11-0M." Expiration Dste::ip:i314, 2026 NOA No. 2I4'6'-03 Espicafioa Dade: Apt i4, 2026 NOA No. 21.9205.63 ationDate: 24 2tw26 Expir �rt ►. NOA No. 21-3U.03 E atioaDste: 14 2026 >� � ► a a, `" x w cyrpTOTAt Tinte7 art* Mrl Approval lee- Marck 226, 2821 Approval D6e07 Munk Is, 2"21 Approval Data: Alarib 25,1021 C Page 1 E -1 E 2 E -3 3 A_ 0*00*40000000,0 N fl. c E o ci LJ a PGT Iafttries, Inc. CGI Windows and Doors, Inc. PGT Industries, Ise. NOTICE OF ACCEPTANCE: ENMENCE SUBM MD NOTICE OF ACCEPTANCE: ]EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SiiBMIITED 2. Evidence Submitted under rniordes submittal P E. MATERIAL CERT WICATIONS (coetinne) 3. NewEAdence Submitted. 5. Quanex Part Sum Stracer.Staendard compt* with ASTM C519 Thermal Conductivity A. DRAWINGS 0-991 BTU4n/ hr ftr--F, ASIM F 1249 WV R Pass, ASTM D3995 Oxygen -Pass, ASIM E A. DRAWINGS 1. Drawing No. MD-3570.0 RerB, titled -Vinyl Sliding Glass Door NOA (I.M)", sheets 2190 I.G. sty No Fog -Pass. uhwbud under prtt*ws NO-4 No.1 S- 409 05) 1. Drawing No. DID-_M,5 70.0 Rev B, titled "Vinyl Sliding Glass DoorNOA (L1Vfj", sheets I I through 21 of 21, prepared by mat ubdurtr dated 10105/15 and last revised on flnughs 21 of 21, pregzned by mamdke tm, dated 10/05/15 and last revised on 02/01121, 04122/20, steed and sealed by A- Lyme Doke; P:E_ 6. Quan m Part Duran complying with ASTM C519 Tlermal Conductivity 2.22 BTU4W sipeil and sealed by A_ Lynn Miller, P.E. he fP -F, ASTM F 1249 WVTR Pass, ASTM D 1434 Argon Penneance-Pass, ASTM E Nate: This tevr a consists replacement of see existing installation screw with flat bead. B. TESTS 2189 I.G. Durability -No Fog, AS71M E 546 Dew Point Dev�elaptnent 20°F in 48 his. 1. Test reports am 1) Air iafiltiationTest, per FBC, TAS 202-94 (Sabwi*d under NO-4 No.13-Odli9.a5). B. TESTS 2) Uniform Static Air Preesserre Test, Loading pe r FBC, TAS 202-94er 4 7_ Vision ExetR Ltd- Parts complying with PVC-AAMA 303-13, Voluab" Speoaf adore 1. Now- 3 Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Ex1nuiDns, Ltd. -VEX- I by 4) e Missile Text FBC, TAS 20194 � � AAMA F�on Exterior Proms Cestiftcatson Program (Srrksriwd under NO 4 Na 15- C. CALCULATIONS 5) Cyclic Wined P� Loadingper FBC, TAS 203-N along with marked -up drawings and Minn d agraon of an PGT Ides, Inc_ 040 . SUS) 8. Vision Ems, Ltd- Parts complying with PVC-AAMA 303-13_ 1. _ None— N representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 acones. by Fenestration Testing Laboratory, Inc- Test Reports No: i'S>rbae >i ed under NUM 11ra. lS-fi409 QS) 9. PVC-AAMA 303-13, Voluntary Specification. Rigid Pofyvaryl Mori& (PVC") Exterior D. QUALITYASSURANCE � (Dprepared FTL-7897, PGT PW5520 PVC Fard Window (unit 6 in pr"osal), darted 09/03114 Profiles foot Vision T'-Vrnsio+s, Ltd-7-VEX-1 by AAMA Futon Exterior Profile 1. -Dade Department of Regulatory and Economic Rem (RER). FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- Cestiftcati= PMgrAM- 2107.2. PGT CA740 Ahnu OutsvringCaseme nt Window (unit 8 in proposal) F rL-20- 10. Notice of Acceptance No- 18-1217.14 iced to Energi Finest mtion Solution, USA, Inc. for E. MATERLAL CERTIFICATIONS ('U 2107.3, PGT PW7620A Alutainum Fixed Window (unit 9 in proposal} and FfL-20-2107.4. their `Tan 3040 & light shade (non-afiite) R7dw Rigid PVC Exterior Extrusions for 1_ Notice ofAcxeptance No.19-0305.02 lased toKerarati America, Inc. fortheir > PGT PW7620A Alur m= Fixed Windows (unit 10 in proposal) dated 07/13120, all signed Windows and Doors", expiring on 02104121. "TrasihW Ukmdear, Clear, and Colon P17B Glass Interirtrers", expiring on 07M/24_ M Oo and sealed by Idalmnis Ortega, P.E. 11- Notice of Acceptance No-184122.02 issued to Energi Fenestratim Sobtion, USA, Inc, for 2. Notice of Acceptance °No.17-0808.02 issued toKeraray America. Inc. fcutheir > ii their s exies "'4 hire Rigid PVC Exterior Exh urs6as forW-indowsand.Doore, mpiri�ng an "Send (Clear and'4 %te) G Ioterby ers7, aupiring on 07104123_ Q. C. CALCULATIONS 02M3. 3- Notice of Aeaoeptanee No.18-1106.10 issued to Vision Extrusions limited fear their `Graft 0 Q 1. Anchor Ver ftcatiton calcviatiuns and structural anatim caomplyiug with FBC 79 12. Notice of Acceptance No_ .20-0203.03 issued to Energi FeneMfim Sown USA, Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows L Edit► (2020), dated 04122120, prepared by unnu dur , signed and sealed by their "Bronze & fight shade cap coated White Rigid PVC ExuAor Extrusions for and Doors", miring on 09130124, U Antliony Lyrm Ar+l�lt par: P.E. SVmdows, and Doors", expiring on 04/16/25. 4- Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their sera � 2. Glazing complies with ASTME1300-04, 49, 42 sad -16. "1'E 1000 Tan 202 and lighter shades (Non-Whke) Rigid Cellular PVC Exterior D. QUALITY ASSURAINCE F. STATEMENTS Extrusions far Windows and Doors ; expiring an 1VMQ 1. O L" MamrDade Department of Regulatory and Economic R,esourzes t;R M). 1. Statement letter of co nformaoce to FBC 7i Editka (2020), dated04,2220, issued by �, signed and sealed by Attthoaag Lynn Millen, P.E_ F. STATEMENTS E. MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by maauf'achuer dated 1_ Statement triter of conformanceto FBC 7" Edition (2020), darted 02MV21, issued by O 1 _ Notice of Acceptance No.19-0305.02 rued to Kur gray Amerka, Inc. fix thrlr 04/18/20, signed and sealed by Anthony Lyme b 1ler, P.E. mmtarcturer, sipped and sold by Anthony Lynn Miller P.E. "Tre}sifolt Uhrack►ar, Clear, and Color PVB Glass Inu4Hkyers7. expiring on 3. Private Labeling Aft document between PGT, dated 031301I5 and s*med by all 2- Private Labeling Agreement dated 03/08/21 between PGT hO shim Inc. and CGI P.E., m 07/08124. invurived parties, Windows and Boors Inc_, signed by Dean 9 Rwdc, V.P. Ehgineero, on behalf of � 2. Notice of Acceptance No.17-0805,02 mood toKunrar America, Inc. forthur "SenuTG sa (Clew and 'F W*) Glass Interb€tom ', cxpifing on 07/04/23. G. OTHERS a, 3_ Notice of Acceptance No. 19-1106,10 issued to Vision Extrusions Limited for their 1_ Ibis NOA revisers NOA# 17-0420.06 (PVTwACGI) and updates to FBC2020 (?& EdMon� G. OTHERS � F- 13r-own Coated (Painted or Laminated) . Alkte Rigid PVC Exterior Extrusions ercpidog 0dw121- T_ This NOA revises sir renews NOA# 20-0429.05 (PIA w/CG4 expiring 04114/26. L for'Windews and Doors", expiring on 0950124. 2- RER Text proposals *194155 dated 01/10120 approved by Ishaq I- Chanda, PE, expiring 2. The cument associated d PIA CGI foie #21-0205.01, expiring 04/14/26. O CU d. Notice of Acceptance No.19-1106.11 issued to Vision Extiusions Lamed fortheir 04/14f27 - i� W C sew " VT 1000 Tan 202 and igirter shades (Non -White) Rigid Cellular PVC Exterior Examsirons for Windows and Dear. r. expiring an 12l-9/21_ Z f z O h isle hhoq L Maids, P.E. Lb:gI Ganda, PF. Isl.aq L e ands, PAL Product Control Hutt sopermor Product Coup d [Fart Sgpersisor Z Product Control Unit Soperstiw NOA No, 21-0.M.53 NOA No, 21-0205M Q NOA No. 21.0205.03 Expiration Dater. April 14,1016 Expiration Date: April 14,1026 -j Expiration Dace: April 14, 2024 Approval Do tt: Marels 25, W-1 Approval Date: Mareh 19, 24:1 Approval Dow. March3;,2621 E-S E b. SHEET NO. E -4 August 10.2022 PA 1.4 N L _ Cn tQ � O N cc U O Q CU .� N U � � -0 V C 0 O ca _-0 i` (� ja CL O LL 3 -a � C) O .� L � a F— (n <C ._ ern a N a w O p C m 7[ N - N -F- C The .4 N .-. 3 t d d �a c oc 3 4 r c O �v 'aa E 0 u a -�—+ U) z ..� Ct5 0 0 Q O 'Q L" 0 C) L U M L o w Z Z Q J a SHEET NO. PA 1.5 MIAMMl�DE MIAMI DADEcoUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-Z474 T (786) 315-2390 F (786) 315-2399 NOTICE OF ACCEPTANCE (NOA) .vww.miamiaaaesov/ecoaamv Cast 1. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cost -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled P.E. dated March 24, 2003 and Drawing No. 1, prepared by Craig Parrino, g 1 dated 03/24/03 and Drawing No. LT4612 titled "Cast -Crete 4 ", 6" & 12 " g , SCOPE: "Cast -Crete 4 ", b" & 12 "Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" do 12"Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, all This NOA is being. issued tinder the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 0 3, b Craig Parrino, P.E., dated March 24, 2003, last f prepared y g signed and sealed b Craig Parrino, P.E., on 0$/19/14. prepared, y g The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March I1, 2008, all signed and sealed by Craig Parrino, P.E., on 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 AHJ}. 1. Test report o»flexural testing on 4 ", b" & 12"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfrlled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade County) and/or the AHJ m areas other than Miami Dade County) reserve the right to have � � b lied Research Laboratories, Report No. 30404A, dated 04110103, signed and y APP 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Homo», P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 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 this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REIN. 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 Permitting, Environment, and Regulatory Affairs. Z. Calculations for Cast -Crete Lintels, dated OS/29/03, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved. as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/19/2014, signed and sealed by Craig prepared � Craig Parrino, P.E. dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter am Cast -Crete Corporation dated Febr 03, 2012, signed and sealed from�'Y Parrino, P.E., certifying compliance with the Florida Building Code 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete System Manual or Prestressed Products dated 2002. Quality � f by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4'; b" etc 1Z"Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by 1. None. Craig Parrino, P, E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this 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 of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulato product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with ILI EC© IMP TILLFT TESTING A ENGINEERING COMPANY WAT IT,R A 'TILLIT, JR., P.E. D1terJNWMnl.cnrn !'1. P,e. Lktl ,':o JJ I PL L n (.L. N., (TOIL.-IY PRODUCT EVALUATION REPORT REPORT NO.: 20.0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global P_rotactlo_n_Product4LLC. 4800 S.W. 51 Street Davie, Flonda33314 1_?M1f_0SE_QF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P-E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Mat hod 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described heroin, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that roquired by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED. 2 L.PRODIJCTEVALUATION DOCUMENT(P,E.D,I: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and scaled by Walter A. Tillit, Jr., P.E.; dated 07/28/2020, This drawing Is an integral part o� this Evaluation Report, `""I"'1R A. ')'•re. 'ur,,,, 41 \,\C EN,y ' � -, r , No, 44167 -� fig'*• * :* 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 - PiWDUGTEVAL,V.pAn0XREPDXiTffs NQ na.D 22 ITS REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAB 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08109/1996, #96-570 dated 0911811996. #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports At 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signod and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P-E 2-3. STRUCTURAL ENGINEERING CALCULATi.CIRS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and Ir accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.. dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E. I -MISSILE IMPACT-REMSTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAB 201 Protocol. 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length Shall be as Indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11. 14, 15, 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5—INSTALLATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as indicated on sheets 8. 14, 16. 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. \LENS • ✓9', ,,JA 167 , , * : * -S TATE OF � ' F(m0'. ...,It;": GENERAL NOTES: 03) M CASE THAT PRECAST SICK. OR PRECAST COW:RETE PANELS. STLACCU OR WOOD BOARDS K FOUND ON THE (ylyy,=94ABIL- -PA" EXISTING WALL. ANCHORS SHALI BE LONG ENOUGH TO REAW THE: MNN STRUCTURE BEHIND SUCH PANELS , STORM PANEL SHOWN ON Ito$ PRODUCE EVALUATION DOCULMEM III HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN G2). ACCORDANCE WITH THE 2D10 t7M EDIIIDM) OF CIE FLORIDA BUILDING CODE (C) M HAWK IVDOD IMIN SPLL '?AIMu• . 9.iS. ali DESIGN WIND LOADS SN4L eE oETUMM AS PER SECTION 1620 OF THE ABUSE MENTIONED CADET, - 1/4•• TAPCON ANCHORS. AS MANUFACTURED BY I 1 W BUROEX, INC. PANEIMATE TCMAtf PANELMAI( PLUS `OR A WIND SALTED AS �r /1E .AIMACIIUM WN(IE 7N63C SHu11LRS W41 BC INSTALLED AND - r14-10 IC AND ANCHORS. AS MANUFACTURED BY E1G0 CONSTRUCTION PRODUCTS Hce A DNFCTIONA, DIY F RA.D. b. VS/NC A�:E 7-18 AND SHALL NOT EXCEED THE MACMLIY (AS.D) - 1/4NAO SCREWS PER N 0.5. _# DESIGN PRFSSUR RATINGS MEDICATED ON S1EEA 7 T1rB1 12, I., 15. Ia. 19 r 20 - 7/16Y r 5/e• WIx10 BUSHING. A5 DISTRIBUTED BY ALL 1'OtNi SCREW. BOLT r SYEIJLtt CO. IN DROER To VERITY' THE ABOVE CONDITION. UETNNTE DOION WIND LOADS DEIEAMRtED PER ASCE 7-16 C 1) MINIMUM THREADED PEMEIRATIOH INTO W000 OF TAMON ANCHORS SHALL BE 1 1/7- AND 7- FOR ELCO PARUWTE PLC: SHAD. RE FIRST REDUCED TO AS D DESIGN WIND LOADS On MULIMI 7ING THEM BY 0.6 IN ORDER TO AND PANUMAlf FEMALE to COMPARE EHIUM W/ MAX (AS D) DCSICH PRESSURE RATINGS NDICATEC ON SHEETS I THRU 17. 14, IS, It, 19 A 20 C.2) /N FRAME UNIT SHALL ' 1/7" IHRGOm AMOK DA LAC SIDEE NAS IN UAOLR TO VERIFY THAT AlM:H7RS UN THIS P E D AS TESTED WERE NOT LIMA SIR SStp, A 33% INCREASE IN ALLOIFAQC $PENWU4 IO INTO STUPENCCO AR OF T ED STRESS rOR WIND LOWS WAS MDL USED N FHOR ANALYSIS FASTENERS' SPACING TO WOOD WAS OLEN O(TIRMINED IN PCKTIATION INTO STUCCO SNK. BC CONSIDERED As PART a THE REQUIRED THREADED PENLTRAi1(JN ACCORDANCE WITH N.D.S. MITI. It3) MINIMUM EDCE DISTANCE a LAG SCREWS, INTO WOOD SHALL B! AS INDICITM IN MR DRAWING STORM PANEL'S ADEQUACY FUR IMPACT AND WIND RESISTANCE t S BEEN VCRIREC IN ACCORDANCE WTW SECTION 16" OF ME ABOVE MENTOKD Coot AS PER HURRICANE ENCINEEMK A TESTING INC REPORTS 90-569.'"i R %-T3o AND L.4) WNIMIM AE7tTMiION OF WOOD BVSION SAKI RE 5/B/' 1/4' ­200 XCriS AUSED � BE 1 ,/Y LONG MINIMUM rEMSIRAl10N TESI9NG LAB INC. REPORTS F20J2 A 02126 . AS PROTOCOLS TAS 201, TAS-702 AND TAS-203 SHOULD STUCCO O'I, AND 1• MINIMUM FOR ON I WITHND STUCCO AS -,ELL STANDARDS BOARDS AN LEST W Of SOUTH FLORIDAFLORIDAWPMI0219.01 -09, AS PER lA5 201, TAS IU7 ANDST CAS 203 STANDARDS C 5) IN CASE THAI PRECAST STONE. DR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOAS BE FOUND ON THE EXISTINGWALL. A4011 ORS SHALL R LONG ENOUGH TO REACH ME MAIN STAUCrUR( 6e,IND SUCH PANEES 2 ALL ALUMINUM E-. TO 6063-76 ALLOY AND TEMPER. OIHERWI56 NOTED SEE SHEET EXTRUSIONS 6E (UNLESS ) 2 ANCORAGE SHALL (E As MENTIONED IN E 1). c 7) a C AL) 3 ALL ALUMINUM SNELT METAL USED AT CLOSURES SWILL HAVE 3105-414 ALLOT. (0) ANCHORS SHALL BE INSTALLED FOLLUMNG ALL OF THE RECOMWNOAOOW- AND SPECIFICATIONS of THE ANCHORS WWUFACMFCR A P SAKI FM ASHY M633 50 C-ea ALL STEEL SCLLTT ILlA/ PANELS K STRUCTURAL Ot4K1TY STEEL GROVE IRNIMUM. 6 PANELS MAY ALSO INSTALLED HORIZONTALLYNSIALLATION DETAILS SHOWN On SECTION s MRCIGH 10 (SHEETS . GALVANIZED STEEL IXSDNATWN W/IY- 56.5 II•A (MICA ROLLED). /INOIAGN e) EXCEPT THAT AGERS � r � SHALL N01 BE USED U SHALL i R 1 AM COAL CARTOON •I - PER 5 Al x11EW3 TO 6C S1A91Lc55 STEEL 304 0 3 6 NE SHEES OR TH EE CORROSION RESISTANT COATED AABO - LLL Or 9 R OF tNF CONTRACTOR 10 THE Or THE S1PUC7VNE *HERE R TO BE BE R4 RESPROSER SOf1171 N/ 50 IMP YElO STR(NCTH AND b hM TENSILE STRENGTH R SHALL COMPLY W/ FLORIDA BUILDING COnC ACHE M ATTACHED TO NSURF PROPER ANCMORAGC T1145 SHUTTER $HALL ONLY !# AnACHEn TD CONO.f1E BLOCK OR W000 RNAAC Si SHUTT K4,1 HE ATTACHED DICK, STCTION 74t, 7. 3.4. B1AL0'K.5. e BOLTS TO BE ASTM A-JO7 GALVANIZED STEE1. OR NS 304 L3Y. S STAINLESS STEEL_ WON 16 L YINIMLM „LLD A0. i PANEL WITH LE T THROUGH 1 -4' R SECTIONS 9 , RNAI 6W, 51RFNGIH EACIA REGULARS CAM TINE NG INS OVER T RWA 1 AS RE 6, A. • 0 AND ALOE NES WTI A IOW ON 5NftPA 3, 6 A 12 RF5PECENEL I SHALL HAVE A LEGIBLE AND READILY VISIBLE ARNIING N57RlK:TMG OWNER OR NAIL ICY M5 ANCHORS 70 WALL. SOUII. BE A5 FOCI (JARS 1TKAM TO SECURE PANELS WITH APPLICABLE REINFORCEMENT OARING PEINOUS OF NURNCANF WARNING (A) 19-M511119 PGSIMC C91£«IKTI 11 THE INSTALLATION CONTRACTOR IS TO SUL./CAULK ALL SHUTTER CUMPWNI EDGES WHICH REMAIN IN CONDNVUU5 OONTACI WIN - t/4..TAICON ANCHORS AS MANW ACTURLD BT ITN HALM OEX. ANC (41. 1,.-3197 p.,) THE BUILDING TO PREVENT WARD/AWN INTRUSION - 1/4' • . 7/e' LAM% --IN ANCHORS. AS MANUFACTURED URED BY DEWALt INC (MIN. Vc-3o00 p...l.) - I/:9 IT3/4• SOLID ANCHORS, AS DISTNIBUTm BY All PLNI SCREW, HOLY • SPECIALTY CO 12. WORM PAID. INSTALLATION SHALL COMPLY WIN SPECS NUICATED IN THIS ORAWINC PLUS ANY BUILDING AND ZONING REGUUIONS LID PMOV"D Of THE JURISDICTION WHERC PERMIT IS APPLIED TO (Mtn. rt-3000 - ii 10 PXA IE FEMAIE D W PANELMATE PLUS AN:IKMFS. AS MANUFACTURED OY ELCO CONSTRUCTION PRODUCTS. IS. (e) THIS PRODUCT EVALUATION DOCUMENT (P IF D ) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PWACL *r0AMAHON (MIN. 1't.3300 P+;) FOP A SITE SPFCRIC DDOJECT, I P. WHERE THE SIR CONDITIONS DEVIATE FROM THE P E.0 • 1/4'• CF TAP-0RW ANCHORS. AS UINUFACIURFD BY-RU-TAST CORPORATION l''c-3600 p.P.,) (e) CONTRACTOR To BE REWW54KK FOR ME SELECTION. PURCIUSE AMC NSTALLATON INCLUDING LIFE Sh"n Or THIS PRODUCT A 1 MINIMUM EkWOWNI OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , 3/4': 2' FOR PANELMATE FEMALE BASED ONTHYS PE.D. PAOVQED HE/SHE DOES NOT OVAIIF FROM THE CONDITION$ DETAITED ON THIS DOCUMENT 0 AM PAME"TE PLUS AND 1 1/4- FOR CF TAP-GIAP ANCHORS CONSTRICTION SAFETY AT SITE IS TK CONTRACTOR'S RSPONSBO ITY A7) CAN -IN W SOLO-Sn ANCHORS SWILL HE UNBOED 7/• AIT0 ME PMAKO CONCRETE R NO CMx04[N1 INTO A (<) 7M15 PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAIAIF MODIFIED STUCCO SHALL BE PERMITTED 1/4' e20 SCRES USED BE 1 1/2' LONE MINIMUM 5.MLD STUCCO EMI• NO I- MINIMUM FDA WALLS WITH WJ STUCCO. AND MAY OF HEADED 7.'REW5 OR ALL FNRCADED SCREWS W/0 HUD. (FIT SITE SPECTFHC PROJECTS SOIL elf PREPARED OF A FLORIDA RGIS,FM ENGINEER OR ARI01RECr WHICH WILL BECOME Ft* BAIT WITH WING NUTS ENGINEER Or RECORD (C.OA.) FOR THE PROECr AND WHO WILL BE RE5PONSIR0, FOR IK PROPEA USE OF IHE P.EO [ENGINEER OF RECORD. ACTIN. AS A DELEGATEDM DOWER TO E L A 3) IN CAITHAT PRECAST STONE. PRECAST CONCRETE PANELSER , PAVERS. STUCCO OR WOOD BONGS BE FOUND ON THE Of D ENGINEER, STWl SL I TO THIS LACiR ME WT SPECIE%; DRAWINGS FOR REVIEW EXISTING WALL OR FLOOR ANCHOR" SHALL BE LONG ITMOLIGH 70 REACH THE MAIN STRUCtURE BENINO SUCH AMAQS ANCHORAGE 5NW L K AS MENTIONED IN A 1) AND N A 2) (.) THUS P E D. SHALL BEAR THE DATE AND ORONAL SITAL AND SIGNATURE OF THE PROFFSSONAL ENGNEER Or RECOM THAT PREPARED R (19) t0 L,IATNG L_wCRFTr-BMDQ•._WALL.. hfia.;'_isD 11 SH MAMFAI.O IABFV S4 BE lOLA1E1 (IN A FERMr NSBIN LCODE0N STORM - 1 4' • TAKON ANCHORS AS MANUFACIURE0 OF I T W BUILDI INC / PANEL SHl1TTAC N OREVERYWIM SECTION 170O C OF FLORIDALOI HBUILDING COOS. OF LIBEL EL S ACCORDANCE S E - 1/4' 4 a ANCHORS, AS MANUFACTURED BY DCMALI INC (MIN. LT p.LEY SHALL !IF PLACED FOR EVERY OPENING. IABCLIIRG t0 COMPLY WITH SECTOR liO9,8.2 OF ME 4- S UO-SCAOI-4N 41E S0 - 1/+•e F s/.' S0.ro•SR ANCHORS, AS pSTRIBUT'FD BY Kl POINT SCREW, BOLT • SPfCLALNY CO rLORIOA BUILDING f_170E (MIN. I't.IBW P.F) MIS DRAWING SHALL GARY BE USED To - #14-10 PANELMATE FEMALT O AND PANILWTE PLUS ANCHORS, AS MAWIFAM, 11 0 BY ELCO CONSTRUCTOR PROOUCK (MN. Ic.2071 P.,) 00,4411F111114FN...4 OBtAAJ PERMITS M THE STATE NE FLORIN I/4' • C'F TAA-CAIP ANCHORS. AS MANUFACTURFD BY TW-FAST CORPOµTION ,PP�tER A. T11C/'D,1� ' l FLORIDA BUILDING CODE (High Velocity Nurricons Zon6 B I) MINIMUM EYPEtVIElr DI tAPCON ANCHORS. ELCO PAIClMARS AND a rAP-GRw ANCHOR. I,RO TIIF. r. ,•' `\('4' Y BLOCK JNR SHALL La 1 1/4• c .9mG,Mroe. INC 20 GAGE GALVANIZED STEEL STORM PANEL I' No. 4 167 — e. -- ---- 0.77 (iKN_IN • S01_ID-SET ANCHORS iF(Kl BE EYBF.00E0 7/6' INTO ME CONCRETE &ACM IJNR NO E O INTO STUCCO PALL BE PERMITTED ,/4. 4-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHAM If SIDr.CU II � ""/ &/WWp ENS. AND I• MFwMUM FOR WALLS WIM No STUCCO £,I••. GLOBAL PROTECTION PRODUCTS. U.C. B,R `- � " 11L E CP O STA OF EYc � .eov 6. R' fnm S O'• A, T,LLI 'In"No t. .AW.N6 COWL COWL ar.F, FL WI- S •r '•. I0R oP .. MA.... I..1. -HAYS. wIFIR -rw. IA Tee4Htt;n, ,• _ 0AWWA, -,,',� c S1 .... r G.I na-", POK W,_I., � 1. .W oAWrc w E _NP • Toe A.. PL A>r 1."'A91 - ,FF40NA ,w¢T ' a . (STD scNEIAAL o, 9H¢n a MRolq, 9) I E) (MaINc -HEN D I D CORMUT RROUIRED �,.= I w DN SCR 3.4 JNY N: , oM ....._.. rXIINO POURED CONCIRTC OR CONCRnT R(1CK RF.OURIC INSTALLATION DETAILS FOR REGULAR PANELS! 1: INTO EXISTING__PQURED CONCREIE-0 CONCRETE BLOCK STRUCTURES CONCRETE 1144'ORS E>Q 9 .O."" 1Il 911Q1j 6 tN6R1EYN h r-----(,D.--- COTCRRE MNOI o" �'\ EMISING POURED (ea SCNNAAL aN - chsoc Pour"Caktom�a l FF• 1 E s,am a ,wAa, et JI/.- le If— _,Mo, ..I I eq- 2 S rMMnNG PouREDcD..,. I I,eT CONCRM REOVW I T I �.• IU 1 1 ' 1 L cc" I t I I I ,�!_v- O y i I W I ©T ry I i 1 ',, : ( 1 9 \. p 1 ® �i MN- .;.... IaR • i I •1 ,/r GG It ,STING POURED L.0 .\ TT.r I r' COLICAFTE OR \ 1 131 aC� f I _. .- 1 CONCR1r NLOCt REGLARD 1'(T_. 1 I r STTGQ,.CD III/ STUD _: I/ .r-N 0 . TWO ` CONCRETE _.3/4 ROUIRED ^f D. (SR POEDu11 Or CONCAn! ANcHoos III\ E ON (SEE SCHEDULE 1 W% a ,RPCocH 9) sTIHROLI 9) 6 WALL WOUNTIN M4UlLIltlfi CEWl1SECTION M I I sc.r 3/e-e-- s, a/e-+' - I - I MA 4amIAt Im . - O A 4°M „wTrR 1 Dawe. I 9M I H I, T HK l ,5a,_. 1 9Tuo • 1 N I 1 I It _ K. EXWINO POURED -3/ `,•'- CONCRETE . _ - REOUMM. E.D cohoUTE ANCHORS WE SC 'MILE ON S."a T.MkZH TO TION 2A .0 .'A- I ( CONCRETE: ANcHoes __l (six EAA ToIi ON STILTS a TH,oUN, h zP'" `�C✓f�' . *. r. TM7� .0 i. CONCRETE PEOUMD, 00NG1E/E $$C"DR6 SHM B fl11E0MoH 0)) --I , WI.- Ii?,;I awer •.- u ells - _ Y.i rwY we l I L. -_mil 1 I 6 - U CAL I INr i I fall. 1 rAFv{ 1 OWN, OPEC, III a n ./r Oc I ,s ,/r aC" I I 1 +1 5 i _l. t I I i t 1 1 ORE' SOIL IF I L. 3Y R e P,ON NW 6 EWSTNO POURED EC ,. I 11 Fn•.0 1 1 CONCAPTF OR \ I r CONCNE1 BLJ1C. 1 E 1/ NEOUNED - - Witi 1• I 1 �- , MR : I FER • . a2 COMCFX 1 '41O,ORS (M M7RDIAL DN \ - - • 1- aH SNOTS a T4ROUpH a) ALTERNATE ffilfiff MOUNTING scxl3/e-, E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS B Q B) NOTE FOR CDYj,ON OF SCTIONS. TOP N BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSIA. LATION FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone 01020 TRTCCO. W ZD GAGE GALVANIZED STEEL STORM PANEL NV+• .,. �' GLOBAL PROTECTION PRODUCTS, I.I.C. °'/'�'°'° IL ECWOIYc 4e00 e a 5, EHLI, aAM. it v1,. OTONR (93N)G" ,W. FALL (90NMie.-6TH ar ^ Iw N3�I,icMuo c _ H.N.. AR,.N. N ... 20-176 u- 1006,19 NET--- FjFT"..M�-I}F"--W'•-.-' - aHeET , a M A ,WY[R A rnul . . MWEDUC'T PYAr UATION REPORT NO. 10-0721.01 1 6. MATERIAL CyARACIERJ$TICS AND SPUCiFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AN CQNDITIONR QF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tiitece, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed Into poured concrete, concrete black, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). A1°�' .: 1CC/,; �",, ys .• �CENSF ••.. i ' a Rio. 44167 --fir-STIN!__ [*c i'Ae ,.e _-o'-. STATE OF ","IT 'F......1HnEU11L11 VEATILL DA TILTECO AOMON RECORDS t P. E. REPORT.20 E GLOBAL PROTECTION PRODUcrs, LLC I20 GAGE GALVANIZED STEEL STORM PANED ORWO W 20.178 E REPORT 4 YO-072B4O1 TIC o IIV� TILLET TESTING & ENGINEERING COMPANY WALTER A. TI LIT, JR, P.E. tilteOo@WLCOLn PROD CT VALUATION REPORT M.P.r LINNaPN, 44L6' EL C.A. Upena V, 7MM.19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GIQWPiotectlon Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1,_.P14RPPPO,5E__QF_ EYALW1Q1N. This is a Product Evaluation Report issued by Walter A. TIIIIL Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 51G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2C20 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE S-U—SWIT & 2,1,.PRQVA GT EVALUATION DOCUMENT (P,E.D,j: Drawing No.20-175, titied "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco. Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an intoR,k*gI T0irM,Is Evaluation Report. °`,. ER ,E.:. ! ICL/T', �`"�.,�\CEN- iz,Qs 54AA* _ * E /r y_ o STATE OF -...:� ,,'o�� ,oCORl4ae.-\,;rN 8 6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-19] � q(3�?aE-1531 COMPONENTS F4R REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2=1-) 1 -LIMB' (TOTAL WIDTH) - - _--- --- ___-------- Is I9r (TOTAL WOTH) _ _, -_ .__. _ -.-.12.500' (DETECTIVE RUTH) -. - I I -p--.---. I r ._- S3eR ` e 1/4 ___. + �. 1 -._.. e.7ao t35p•-.,i'^.eDO' �.. 1'T'• _ (- ✓ .I' 5 I ! r•t 350 -• 0.036' WN. THICK � ', •� , _.", ♦ - - - - 1' GALVANIZED STEEL ,/ .,� 1. It - ASTM A-653 r ._ �AT,S' O.ow YN r4a "DENTED • 1It� /I I 2:lSY � G�NIo rAtV E�OGE� �, � / ✓ f Cl / f / !:;,'____'r_\'\" CG LVANIZED STIM EDGE 7' I ` F1.0pp ' I.oI00 .2 ' A TYP. MM I' MEIIMEDn,� 50 L OCTAr AJ IKTAa L, AE ACAEV [„REAM A 4e B I I, 1 - - _ 6.250' _..------1.350- (1) STORM PANEL (g END STORM PANEL _` 2.1Br--- y( I 30. - 2 terms 1.Ie]__ tL 1�� �emMS ,iD�•SE%S .,25- - - .750-._ W/ AeIMI[D EDGE '- - V .100' R 4 I TUD RNFTCD SS. STUD RAtTE➢ .ale•-. I i f -- rc ro I j oec 04 AMQi OOV ,.1 100' 1 t1,' •,'-•�11,� � � ._ tO.OM' l.375',' .DST •DBJ' 2.000' t.0D0' 1_',SOIL'1.115' =B• 9J9' S¢ "+"11350' � . I.t 5• A93' At375' 1 WAI..L4.44_ DETAL 1 1 _ J R0. ]M • I iI 1 I175' ". 1 ,"- I.-._..1 I- W -,ZINC 5 YR, I.SOD 1.3ao ISOMETRIC VIEW DETAIL A _ _ _2,�•?D_.---2.00D' . ,L�'R POUNDED CORNER O rNOS Or PANELS ,1w /,� END UP W( HEMMED ED{7E. (� 'h' HEADER O ry- ►•LEADER ANGLE (4 ANGLE WITH STUD 4® ANGLE WITH �J ("Ts> REVERSE STUD --- I WJKS SEE ov. F_J 1/1. • 2/14 11344' .374' ,�. 374' -, ,.•'D• ._ l ' .390' L ._ - NK PANEL CDGC .I " ~ ..) f1BB'�. �.- ,, 310- 1 170' � i/A ti-S110m W. SFVID TD 1 1 .., •.tE--� IAOT'T 06]'8_/ � e25. 370- -_3«4 �...( .666' 16Tn' I ANCli. 12 I/1'oc 1 I�(1 390' 1 GM3" 1.67E • \ta 1.5w- E----i ! 1343" . ,OLE Me ' `••�__� . I t OB]' l .OBY j. , 015' 750• \\ B6L/,,,Is, 95 )' I �... 1 --R.1 JAW' I I ' EVrrW OCATI10N AT 7000. O KEY HOLE WASHER anr• 2)a - --;) _ 063, © 'F' TRACK. ANGLE 6/ 3/8' OF" TRACK (?) FLAT� PLATED 0.03r (MIN.) - - 094' WITH STUD - - - OALVANIZED STEEL - ,EPHAI-I11141ry, PIN Tit M- ,s IDm I , _. . ` -i t.I .Zp . �CENsf.-T Ti'--� 37SY 38`0 e75'• s I - I No. 44167 ___ _1 ��. ; I f- . * _ * : * FLORIDA BUILDING CODE (High VelocityHwrlcona Zone T3tYP►� sortNMN 7�• 25-- 1e-,: NICKEL LNUT [DO[ or PANEL -09; STATE OF T ALC t cFD7D nTLoa 'c- I 20 GAGE GALVANIZED STEEL STORM PANEL NyW, N, zyO,e,- (ORIo'r.•, - 2000' - I © KEY HOLE , # r AT PANEL �A„S r.TOrJAt� GLOBAL PROTECTION PRODUCTS. U.C. .vim` AI HNNNIIMII IL E C O INc. NTOD 4. SI 1 O2'X7 Xt �4' KTOUA,ASLY, USE WINO HIn W/OUT 4, ,, T.-r s.F> N MH[. R A ( ALUMINUM ANGLE MoRolnc 1MJKI1 W/ AmmoNAL ,�=-.W,= •F-=�y� W a[ tvSFNe•-7w.FA (vwYr-nA7 J20-1 • 7/rw/s2' WAS,[. (STANLIIS -- a-omn+vPL XAL/s,ONFITAME/1Pn rm ON MCIEI PU1LD STFn) WMTOI A TO411 x- pf - „ INSTALLATION DETAILS FOR REGULAR PANELS (j����I DO-0.02L EMI FOR INSf'4�`IN PQl1RED ATE INTO, EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TURES E &M OR WOW [[MA N OR 1-1.E ICA,IE RI. CONCRETE ANMM r"L,`9-�� /e•Y�F' F YAUD FOR REGUAR._UF._ 1_ANQ E Z HANG STORM PANEL SYSTEM i PALILaMIT nos 09 C, ,AP -GNP rSE. SCHIEDIAE - rY0 MR /' v+_ . 1 ON StIFn 9 • e) � I. YN. /p , -" SQ KNE Ui I Ijy wl -i P�, _L �/ m,aoc ' T�-. M9F.. . t rTr mir 4 �-- 4 CONDRTLtO1RB.l I \ I E D I . I,lplltm \ 1 -R w am - V� 1 eleee 1 1 0. I t : able � P A• NM T II---�® wn I 1 it 1,/ � r-W - e, I eNLrJ_W 111H---''' i I CMSTINO PWNm 1 ly �j.N -}LEWt 1 � _ I CONCRETE OR 1 1 P �E--II L� 1 I CONCRETE BLOC. 1 1 1 I b R0u9tm. 1 I _ __ On _ I 1 ' I � CARE A LPL.AM� V.; 4 Ix , 4�r-s.r rt W3W 1 I W CASE B (PLAN) i . I,R , SCNL .,/1e-I• ITm N •- M P 7X G` --1 I _ /Y W1,11-t lvm ROW F -� 1Rt10. 01A r l 1 Z ,,T�'• a LI y„7]• SARI �1� NLP-1. I,-N p to M1IMA7 I I—Fw Lai IY7wat..tlw__ - ; � C t �„ ��iee,�N,-�°%- ,.� -. 411E I ". ' As6•R (l�.dk � , JrTW Ir,, apMIMTaN� A�3J/ o n.n I , .,. - L_ PR IAeerr ^ i a r , , 5 1 �. jj ..IG'r1rt'` 1 B Wm N.W o _. `. i i I LVte• fILC I war 1 i ;I 1 1 — r..- .m, ,w COKILLTL OR POURED E D. 1 ' OR I 4 _- i CASE C,,,(f ") Cac.nr ID "Amon [(STING POURER o•A 1 SCALE 3/1M+' CASE D (PLAN) I CONCRETE no 1 SHALL 3/15-1' 1 CONCRETE OLOC .. '/ Ip..t/ THAWo 4- 1 RCOUIRFp � ,. i2 ' �!/ ps •- IrJ:''. TY \ � I.M�• win rya°, f"a!-_. .. °WI oir.IWo..1An.uFW •. =. AwMel°4eiE�6tt O -- — Ra et 9M "r :« ..X- ' " li..� °" A PLUS OA CF TIP -amp GbrJSCE AI160R5 `/ 4 - i (sE[ x�aAr w ,' BI�QTS D•' %,am a THROUGH /) �' BUjt,( OUT N / I -I MO�NG SECI1411 jL.lI • WmN �17 WI _.I.l SV.Lf 3/R_1' SCAtt 3/6-1- �1. met of [xIING •NEW t • WIDE . v,,mf3 , 1/�' E.D. -EDGE DISTANCE /; . a OPENNNG THEN ALUM TUBE OR 1' • _ (SEE SCHEDULE CNN `-f•If.�iE.i 1tjT�Y1dP! )(Pd ) L SCALE CV57,KG STUCCO/ P T W000 PLATE SPACER i ,' SHEETS B h B) . WOOD BAND (a) % 1 , • NEW 1' WIDE . VARIES . ,/A- ; �••' . NOTE EDR CD]11tAfI0N Or SECTIONS2 . VOTESI AULAV TUBE OR ES l P WOOD MATE" CER I :,LINO iRMCK I TOP AT BOTTOM MOUNTINGS CAN BE C�„Lh ACNns I COMBINED IN ANAL WAY TO SENT ANY CASE E jPUN) ,,, •' f5U SO+MUSE aN I INSTALLATION SCALE 3/16-1- SKI a TIMOULII 6� • ; 'RACK Cant .- - A '-' ''• _ - EXISTING POUR('Q y1 F' .''•✓6' FLORIDA BUILDING CODE (High VelocityNUfr1CTHR Zone -OWLAR Np/IO-�-- COW101 [ OA -' I ,TM ePNcel yD'GiN W r on 6amAE 1 , 2' MA CONCRETE 111. / fOVK�01�9WAIK'ITDII'A10MNtR L PmTo ,Irz1�. 70 GAGE GALVANIZED STEEL STORM PANEL r. / _ ON H>Ql e • q Jf M.. REAMED. IeOo`1 .DO" E ,• NO 44167 .. = x` SECTION X-X s * i * - r " --- p,/y/Ep,. 'y'Z"°'�=�'' PRODUCTS, XALr 3/6.A• -.e.. I.I.C. NAL: ��1__T_T_\GLOBAL PROTECTION DETAIL FOR SPACERS REQUIRED AT TOP OR i 9 . S TF OF !" .._- 4moll. 51 MIT QQnQj`_TRAGK` LJAGENT TO ¢ ' -- , RID* . A� " Fun oAw n nil. T1IGC0/WOOD BARDS F • .MN n y,« ,ww-E 1NH)4e•-7543 FW fve+).ev eN7 20-176 ,- j •• f( +.. W. nT-Au :"wlm-,AA F..1 IT YAwa. - A4jSN IIIAI IIHNA'`OVI /PdNiWIEJWtt WFLTP N.RELY 19.1i1 3_. _ w FRn s a 16 PRODUCI_EV LLAIn .N RR11)RT t14, 20-0,727.w 2 22IESTR€P_QRTS, Large missile impact load tests were performed under SSTD 12.99 standard as per section 1600.1.2 of the Florida Building Code. Uniform static loads as per Section17 r A 9.8.3 0 , per STAR E-330. Test reports prepared by American Testing Lab of South Florida Report # 0814U -01dated 0311 1102 witnessed by William R. Mehner, P.E., Boriz Moroz. P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E- Large missile impact and cyclic loadings per Protoculs TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc , dated March 13. 2009, signod and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKII318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3-3TRUCiURA1- ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3A_M1$51LEIMF ACIRESISTANCE: Large missile Impact under section 1609.1 .2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 'A N_p_ LQAQ$ R_ ESI$TM(;E: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall bo as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall I\- as indicated on shoots 5, 9, 10, 11, 13 thru 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. A" Nip," ALA 111 /-Q NN �.-`�,\CENSF 1, / = STATE OF "cr '•, 1 t) w c I. R%yd�F. F 0R1 P .•�I y''�tli�ONIALEE ,A�N� PR 17 ACT EVALUATION ItE:I'VR'1• N0.. 1,0-0727.02 1 5 INSTALLATIQN: Installation shall be performed strictly in accordance with details indicated On sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13. 14. 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6, MATERIAL CHARACUMSTLGIS_AN"PPECI.FICATI0N$; Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18. of Product Evaluation Document (P E D.), drawing No. 20-175. 7F LIMITATJ0N_ ARQ_rAMD_I.T1"5 OF USE: 7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signod and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as damned cn section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tllllt, Jr., P.E. (Florida License No, 44167), President of TlReoo. Inc. (Florida CA-0006719). E13EunlllglTr ,�A144,tiP A. Tl�lir""-y, '�� 'CENS,�''✓�'- / _ *= VVAnL1 , y T6rp pp � O:L Tit I CCO ADMON RECOR06I P L. REPORT.201 GLt9'13AL P O4m, ,, P), UCTS, LLDk gi9AUC OULVAMZED STEEL STORM PANEL I DRWG R 20-1761 REPORT 921I-0727.1� ,P'•. 1OR10 .'\a r '%.- 50 X1.EaC1�• 'OFnlaniRlldl 1/4, 2/4. 3/4, 4/4. 5/5. 7/5. _111110.tw/10, 2W/10, 3W/10, 4W/10, 6/3 5W/10, 6W/11 k 7W/11 Y AAAX ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS B * I Y MAIN_ 1' MIN �'-' - "- '- FOR WOOD SEE SECTIONS ON SHEETS 10 W 11 -' 1' ." + T o / o O O' O ®, ( o ,- r T 1 �"I -- 1-'T T--T - - 1 D.M.. 2 3 4 �---r- T- r-- �•-'T- I 1 . I " ONO'®+®•© I/ /� / EO / V ' a_ TT_=____9 UNMO Y PANELS BOLTED PANELS E9/ ,/4•-20,1• Y.S. BOLT W/ 7/B' . 3/32' 'A (SEE SWTOG O EA. OVERLAP APKrA$1 AS (BEE IM:CTIONS AS APPuCABLE) ... .._L_J_1__1 _ I ► I Imott'' I � _ .... _.. _. _ ; .. ..P ._ ETD d3 /WO. r I d Y/� J D. M., 4 -1 - ---- o _ -- o -- -- - IT oI -1---) .--3,=--.t 1/4. 2/4. 3/4, 4/4, 5/5, 7/5. I'ko -• 1 -6/5 I 1W/10, 2W/10, 3W/10, 4W/10, 5W/10, 6W/11 k 7W/11 ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 6 • D - I oR WOOD Sri. SECTIONS ON SHEETS T O a it REGULAR STORM PANELS' 1Ac 16 J 11.E_Y�U9N N i '-, 2.67" I/: MFn. GAP (WN T7~ -1 !Lw WARILY) 10 I A' _ -II ,/4. l yA-"" T M� WAY. GAP ��4 A,,, [/lFA++y �� - ® L 1 7 ??y�Z : -` EN ''• '9- `k._ FLORIDA BUILDING CODE HG h VelocityHurricane Zone) `/ .: 'T NO 44167 = e,00a NtrAa. IK 20 GAGE GALVANIZED STEEL STORM PANEL oR. WI. SECTION —At * . '`�,�'`,, r GLOBAL PROTECTION PRODUCTS. LLC. °"MR'°'° NIS 'i -_ ATE O� .•� -- 1 LE CIO O nti «aa SR " PRUT z 'Y ' R T�.FR-Ho a tw o,,wF. iL. ln, 4 --,i�,FFS. OR(_bcN r ml.Pr� I�r., 41WR..,- ENNO waHc L9e.)w «v. FA, (-)M-RN7 z0-17 0""N'� S NAl _ u-aanTlt W,M,1 -.-Aig ICIIE NHN WMTILA . `RVI Y P.L - - Elm ] N N INSTALLATION DEIAILS.. FOR REGULAR PANELS do 16 INTO EXISTING POURED CONCRETE OR CONCRETE _,' BLOCK STRUCTURES POURED CONCRETE vpUR[D CONCRETE _-OR _. PJxeED CONCRETE OR COART IT BLOCK ^_ ANCHORS. FOR CONCRETE SEE SO4CLLE ON SHEET M ._ _ I FOR OECD SCE SECTIONS ON SKP 12 - Y YOi. OR CONCRETE BLOCK Rrow" OLRIGRLTr ANGIIDA pNCRC7E RLOCM REWJM RLIXRREO 3 MeY 7.e)- � 1. 1•n (MN TIAIRM_ 11144E VALLEY) 6. / p 6N1 W* I' MA (sit SdKOUIt ON FNTL A.C.FOIte ("-- bra mNFDUIC aN GONORM Nome" I L, YEi BN Er- tAM, .. llr0 I un 9) i 11 _. - ') , I Ali I Ow 0) — a I O - I il. I - i 1 i i i i � 1i i TI 5 I � I I i 1� I I I {( I I � lox - - � I \ i i MAX �i * �\ ��� I I I \ 11 Y` • 1� - 4. ! I �I 1 �/ry60L1M I/ �I 1 1 I L: WMc Lin i�C�l I� ll 111 ; w aY �mN 1 w— r I j Iw ,O I r� 9 ; ,P i RQ1M' 'i A!6A1 O.OILM I i ( ICI tt -.�I ll.l .. ;tHtiFa,' 19 I-• 3/a9 I- " IONAM a !AM I - ] i11//•6r-m, OI i;x H D LW" I. FpN -_ - �1 {t/vvsr A � �• i - i +1 O EAETI 1 I -i �..I I 1 I I �� I I I { i �I wm L_ __ ___ - r _ . _1. M C ._ e5 r._-_-. _ . G I 7 1-pN_ MA I : ,WX omv,9- 1 , O� _ Ew6-'1 fH m I .I ,3 - 3' Mw D.M..® o. ® RO TRW it . I. III 1 3 OF X 1U( I I //'�2, , �- %/r /.%% I ITV I OF 1' i •r%/'i // MAX ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 _ FOR WA00 SEC DIR 12 .. i 1 1 I i SECTORS SHEET E.fp. E . REGULAR STORM PANEL )A Q ELEVATION j ( r H e v i SCALE J/32'-, - MAX - GAP J-. I I I t 1/4. l -- T .SOD•' I" i 11 W/ 7/11 3/.• s.5. 601t l I f I .. I-.. I v. 2O7' (MN OrtAM--1 Maf VALLEY) L - SD ANCHORS StAOSCHEDULE I4 O I2 1/2. OC. co":RLTL ARMORS __. (Tl7 UNEDU.0 ON CONCIEIE MIOI,NyLS ISLE xHL11UlE (1N 1/4' 4NLTT 9) -- - --- - - --- - - ` MA.. W/ STUD (5¢ SL:IIEINILL M SYW H1 a" 9wn q SHEET, 9) `Erlx oR SE A -A- Cc,"OO'C'Tt d1 -.. OR �.1 r1001r Ilg19m R[O,MIII srALE 3/32--1 NOUREU DIRECI.�tlIlR UNiTNG TIQN QIRECI-ll��4tLNT1f�SE NiiSE 3ECTICIN -5 :Hxr3;R-1• 5cvE3/6-+' E AATNTtr/jh ., }'y�P�''.CENS '' �9�'s FLORIDA BUILDING CODE Hi h Valoclt No cons ton. tlGIE�:Ofl_C41d81t11A➢ON sr-y0�_ z ND 44167 °��0 ��" N'L 20 GAGE GALVANIZED STEEL STORM PANEL DR,a; n. --.. - - - ----- - ---- ' E.D. -EDGE DISTANCE (SEE SCHEDULE ON SHEET 9) _OE Opp k BOTTOM MOL/NATNGS CAN BF COMBINED N ANY WAY TO SUIT ANY �- � . * . * ' r, _ = S TE 0� �,� ;+� y •. /-- -� ' GLOBAL PROTECTION PRODUCTS, / I L E C O AMC. 4em 11 .TPFET ./n/M LLC. IMN. -- INSTALLATION. F P - O'S RID ,-'4fs Fn''• 3� �t�` '-I, L FEU," PUPO10` E—FT.— _MW NHL. FU- 1n+. M. nF,Aaa. M,N. PHONE. (aoF)eev rxT FA pT.Gta-tN, 2RWOKi C S ,mot.. w.. 14.1,-,.v ,_ PYI.I,.NA, �T� p aA-1 �. ArFAFr � 111;11 fl�AMIrAI/WMNAUR[/art M__711 RETOA A. nun A, P.r m ^-H• . Evert . or N H��11UU R.perw ,x MI , - .__- -4.- a) (D U) a) M �­U O (D M a = >` (DQ-oo Q � (-_ _ O) cu C) � � � to ' N N —0 U O 73 O 0 � Q = O — a)> 7 C0 O � U_ ­ O M . U) � _ O ►­ P Q .� ��/M/� v! 0- E Z Z W J 6o"I `, I c. © •... Nc3 �. v ;I. W 4r'^ O L C' a r-- o Z LO I N CO 7•� CLA- C r� [O N .0 C� T N X .✓ W A i C. 1= G CD .Q V .- - ,.- .=aT 0 0, 7 G C=;) d Ec j '5-Q N ;i N CD LL V w U) _4l L. (1) = O C/) 0_ (1) U :3 Cu p L_ IL_ U n L. '� V ) CZ L MCZ co Q Z Z J a_ WALL AND FLOOR MOUNTING INSTALLATION FOR SPUT PANELS rHT R • . _ _�••� _ / I ((Ntf-R ALLOT)) ff. Imo' 1teA•R .YIN Firm \ IPA•• 1 t- ® (N• tOR 1 10Ifd) T \ .. 1• (M. LOP t °OnaNI �4- 1 i L Y I wAMCr, �� 1 v , ,{/ U7,/•n +Wn LIAR EDGE OF WALL ` IT., f- R/ L. 1 e (1' .uInR.Iol Wro �u1r• T1Pr1„ La • AenrAAeM __ 4.-�'' - rR.°OmriouO1 °� \ r.-wnT'°DO`Roi ino/4• ti + 1/1' rANal+t d owl LAM. E.D. - % FAlap ROn 1 i f f ELEVATION Fa YW tt..IWP�M LE: I f DETAIL_1 t y� MO'3.II D.1 I iff! -Sol DAM PwL�'a• or .aa) Pra_ -nI Ln4I,N • PRL 11�11- M11 ffm4 Iygri RW II IT tu- - PICA-N RYP 6f :.. uNrYOi !W aa•O,A! e. NY Lrttl 6 f NN as. SYS . r of YI0 raAEn ILQCNto `ANU j-H• /R 1B '� 1aDa1 rrrQ•rlt NPrL -i_ a l�r•ARr� R 4eAAL)N __ LEI a''y" -- TM I/.CON'°•-r -- 1 ..L-1 1HCY 4. 7 • x Try l_ \\� ..3 In.4°r'raP i ELEVATION SECTION Y-Y \ N, SPLIT 510M_PANEL ELEYATION SCALE 1/4--,' DETAIL2 SCALE 1/4'-,' `'�/•cwx SCR.E FADE IN (AAA w0°rm1�01r) PaINT4 cocom _ ` - U - t W 11 1 LAN S;CNFDI71 IF IILOAAFA -' -_r � t^`I• I 1 USN ANorwt , r 1 ) 1 C=== j 1 r✓�4r PNn�-a- Mv..Nn /f,S`/ �.. _ L _ � IOrONOm1S0 Kr_-,=P414A[ RAntl lert ID FDtIE ' '`/•T•� a¢ NRIDIN I. S. A M SNER P • N `-! "i ' �611 NIEt a - MULLION SPA" (R) • REQURED MIN. TUBE MULLION - C C-6' 2- . 3' . ,/8- TO 5'-8" ,' . 4' . 1/a' > 6'-1o• to 6'-D• • SPANS :ILoa FOR IS- jDESIGNr PIESSUR[ RATING SECTION 1 LngEMEx•S/VLL BL dl[N [0 SCALE 3/8-1• PAVES l[NCM NOTE. MULLION CAN ALSO BE 06TAiIM 0/0 STONY PANELS ON TOP OR WFIDM SO THAI I, 15 LOCATED At TOP OR ROT1pM OF OPENING (OM PANEL OKNWG W/ TUBE TOP R BOTIOY) a �'1�P�'•VCENSF'l� f NO. 44167 = * ' * * = FLORIDA BUILDING CODE (High Velocity HuFNcon• Zone �9��''• FLORID* = �� a°N0 R+Doa PILL20 GAGE GALVANIZED STEEL STORM PANEL CAIRN P, GLOBAL PROTECTION PRODUCTS, LLC. an. • f V+• - L IL ECOING. �/ 4 ,Inv5 at LAW"- A 3,]1• P1ru¢ ")w n.e TAIL (.e.leel-r7I7 TLLR iteilr,0 a tNON�+Nr110 rCOWMy -•.. ini-.,Wr-o1'r• r.- 20-176, �"'•�`N� PL 1NJ61LN"rLeE/[Nr[ U-00Lut WNTEN A 1RL1 Y_ I 7 _ -- 4Mn t m M INSTALLATION DETAILS FOR REGULAR PANELS (l) dE db INTO EXISTING WOOD STRUCTURES e Y oC RNIw. •C�m"Cir.nar'F�r�' :,I r�ra'n AIM y_ N / (p � � /r r , --�d -i V 1/r-- N w Win • H' ec / N - H/•1 w .Prw . ,' et y •-..,.H.•' q py,PPrrup'' p wtaR � - I AJ Ana +•.Wr.aA �. '- _- I �•TI R sA�rn Y• oH1trR .Noe rt.PHA 1 � �. rats w NrHn r" - -'- 6Pj "rN w loiw � 1\ � • rE'o'h'/ �R �- I�_ • I\L ,n f '? �>� r � -7 i Vi' ROWN I ' tw • H7 Inner I 'i L1'A,' � I I �p T.W�r •^W' _ '� I M '. iI' � �� .'m°' ®o•n ' 'j 1 pI �• I '�1 I � �i+ ia C � D I W N.•4 4 �Bj w NIY ptetemr- -GAR y.7HmII141 „ w' e I 'rr ! 1 WALL MOUNTING i INSTALLATION - ALTERNATIVE 3W T i 1� m so.1� nIr m Ise _A : ' I wi' ,o TINS, wlae 1�R•�YN- np. H MR III r�°nP iRl �/a'oc _ - - BUILD -OUT MOUNTING , ,, " P. , ,. •, In' •C ` IR YnN x; Le r a" 0`"N r ,® ' - - INSTALLATION - ALTERNATIVE I W ;' AT CEILING A FLOOR MOUNSIN4 W��L d FLOOR MOUNTING INST�ATION INSTALLATIONS - ALTERNATIVE 5W - ALTERNATIVE 4W WALL TIMC (SECTION AT TOP IS UNITED TO +55.5-67.0 MAx. SCALE: 1/4' - I' INSTALLATION - It`TERNATIVE 2W AS-D. DESIGN PRESSURE RATING) SU:E I, •' SCALE- 1/4' . 1' n --CONGA .I Tee ALrr.P FLOOR MOUNTING `4AW NOTES; L „unN,HrrAl, INSTALISCALLLN1/4- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS '• UP TO .55.5. -72.0 ps.f. AND PANEL'S LENGTH UP TO 8'-B'. �; vCENi ?' - FLORIDA BUILDING CODE (High Velocity HUFNDone Zone 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN r _ PINE N0. 2. W/ SPECIFIC DENSITY OF 055 04 EOUAl _ ND. 4187 e!)x ronm, INc 20 GAGE GALVANIZED STEEL STORM PANEL `P - i * . _ mJWtom NOTE _EO& -COMB BfAi14H_OF sfcrDN<. ST EOF� __ GLOBAL PROTECTION PRODUCTS, LLC. wL '.. IL ECOIND eooarmenQl TOP R BOTTOM MOUNTINGS CAN BE �F'' FL RID' '' )cam N•Y NaF �'"o iRWo cowANY oLWE IL_ ],+1• COMBINED IN ANT WAY TO SUIT ANY :,,,FS ..`q'G\� / I,,, ��,,,,i'n,..a,� • 1 uN,r war.. ua,), rA. ro64ker-env 20-178 Len, rn-I _ - •S, Gu.ING Ne INSTALLATION.UAL 1/11 111111N MAl/9GA111rIE/nAR ,.N f@ �'h., PL- , 1 44/, _ _ 41utT 10 fP ]r _1 MAXIMUM A.S.D. DESIGN PRESSURE RATING ({.mAj) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE IVYIn nNII FOR PYrt.11F71 A A e6TALIAT%INS GAS PFR RSr:TKWs 1 -11 1n ON SR6IFTR • ♦ r a1 WrluwPq[wgSaUDRE Les r EENOM MAWAC 5[y /.ylQ 70 LtASl�� i ClWll)DN �Il1fMl 10 A rC rN0 M�+I C01�1/MI" .56.5, -1[.0 '1. OR Va8 i 1J+• umiami 6 I nou 3 A 7 .'•• -72.0 >Y-0' TO r-1' IN.. [ W.• L-emm , TRU 3 a 7 4/60. -72.0 aW-W ro I1•_2• I.a ! tn• • •�>� "' - mIM >K'T+1 -.3.4. -N-O la'-4• OR LESS t S Tn• -_-I 6, 6 a 10 e3tr[0 N/ 1/41-M" 3% - A RNGMP AT 0,r1R.W A WOUNCN OF TRTEL NALID ONLY FOR PAMELS61)k QINSTALLATIONS AS PER SECTIONS 1 1HTIU T. OR SNETIS A A 5I MAXIMUM` AS-D. DESIGN M[%gLAI( PAYING (A.1) NADNUI ANCHORS VACM POn 10 - 3 )/2' " TO 'TORS I ANY WmetworoM G TIT, _ LOgM i.• OW TAPICON OF TN -GIP .. CA -A, I•N,ElIxR "UNN L ATrMYA..X IOU[ - COIKREt[ - R 10 OOMO1ClE 0 IlLow-T°ACK 10 CONCRER C 1° NKNEr! OO`.Id2R SO MN'RTE --Y� BLOCK r N/A N/A 4/4 e• "/A •' AyA a' WA I (TOP) 1' e' WA N/A .•_- - 4' - - r r or r r I (•OnCNI) 11' N/A N/A N/A r N/A a' WA r N/A _ 7 fIOP) r N/A M/.A N/A 1• MIA 5' N/A r "/A , (60110Y) -55a. -73o v WA N/A -/A r WA 1• %/A r IVA 3 a . (TOP) Y-s• OR um ONLED r v N/A N/A 1' r r I IT I' 6' 3lw"oM) 6' M/A N/A N/A r N/A e• N/A r MJA y cyop) r 3' VIA "/A r 6• r e' P . a m , (emAO MAID "/A 1, 1/2• 6 1/.• 17 1/3• a 1/.• 6 1/+' 6 ,1.' 6 1/: 0 1/•' 5 (T_/& MM) SE[ SIQR W a HI IOR ANGH)NS ttM A "NC•K' - INSTALLATIONS INTO wow rRU4 {ND°ID. YMIIAI ANCHOR SPACINGS AND RRRIWN EDGE 06TAHOE APT MDCI.TED G THIS SCHFDLEL FOR EA LM MAN for To ON ScHOULLE -2vI-1 NCHOR 3PACm BY NLA""L u- 7HOIMN 0. SONEDuIi 4T THE POIIAWNG r lUNS FOR THIS OPEENTI(N TO N PQS$W. REDUCED SPACING GINNED ImM FACTOR YIALL MG R LEST THAN YPiY,IV SPACWO NDIUTIA OR URON MCHOR ,M AT ANGNDIla loom w� 7767 V.'. .rtz I/••. o tr-: 1/P. IT tH'• Ip1 IN4y1 f/4•• 141»-4Er 41211111. 11 "a momv F1Cw - --'-- a 1 +m ,m Inv No. 4167 �- it TA, STA E OF •� .=ff'�' N IN f IIAAI.OPATI,RL/OlR FLORIDA BUILDING CODE (High Velocity Hurricane Zone rw7o Tart-. WC IL EC01NC \ 20 GAGE GALVANIZED STEEL STORY PANEL. cWAe1. pn I L: GLOBAL PROTECTION PRODUCTS, LLC. .40o s W. m ❑PINT O.K, rt rx, l( w,ae (tl.Hel-76.6, nwr (.CORN-a7s7 MrL ,- NNO)�CO NACOCOa r .1 •-. (N T - URN Ie o.N n1_,rI " RNTl. A. MUT - PAt 20- o G%AAW - _ - _ _ FRET IT a u 1/4• ID . 5/1• LONO MASS /11N•NG e/ INSTALLATION DETAILS FQ•R REGULAR PANE SO A h�1 +Ji.'°'•s' /.' FOR O • ° "" t 6; 4' PAIQ a*DTId w ro;-a a , o.c. INTO EXISTING WOOD STRUCTURES / " awMs w m r-a- - OR I,•-,o "EL7YR 'Do" ID a*PNQAAR Plus • ' 2 T , 0 C UNTIE 1/2- Uri. O4rAGE0 ��`'� MPEre(PAnoN m IrAau GAR Au LnnYs w "\ I 64' IIa- r" _IJ�y w xErwS • r Ic W 'I Roo° ! I 4 w• , i rV• III ItEQ I / \ IQ - 1 I Rrprllm R 1 1 III I I 1 tR000 NF.1aot 1 i f 1 1 4 4 LT�Wj i iiYi ]lYEE 1 W ALTERNATIVE_2W2W 1 SEAL F 3/8-1• SCALE 3/6.,• -rV f 1 [ SITE scMOua ON sw a 1 ON 6 ,0 SASS 1 )p1WW FOR ft. f f, 1 I MRC MS)nT p• ,� 1 ro BLABS. i C„"j`*'•'- I E01 'I EO t IF ; + I EDi o. 60 E0 f EQ, I.- En� ` EaF . .Too PLIn 11 1J.' ID • 5/r IONO aRA35 IRrSI1Nc I/4•. 2T%I2' S S N 3 • 4 1/: O C ` Jr.-,/o.�rWsas/y . � ti PD. PANEL LENGTHS w TO V-0• AND 4 �`•�`' I Rw0 Nut R U.G 4 w 1 • Oc FOR "No" UP TOr-I' M,H OR III-1O RVNELMLR FINAE To DR /.n Ie rcNLNS • °' o PNUEUNIXt nuE I n ,//: o. C Wren I 1n' IRIAOCa , Hn- Mn T,.CApfI ALTERNATIVE 3W ALTERNATIVE 4W tar. r(Xr1PArIGl AT ''i IITOROTN ITT. I.WOOD wA1E EON 1- M PATE � ITMnMOP, tlr PHA¢ ;cKE 3/R-'.• SCALP 3JR-I' f1 Nl ICN(PHS UP toa'-e IAA, I_N•1-m & DIRECT MOUNTING INSTALLATIO)!{ $SATED.-D L11 ALTERNATIVE 6W Id NG INSTALLATION CONDITIONS ANCHQR LOCATIONS VCTf, SNUrFR FLACKS RO SHOWN FOR CLARITY SCALE 3/6-I- SOLE 3/6-1 TIQ/t 61. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5, -7L0 PSF AND PANEL'S LENGTH UP TO B'-B` DENS '-�: \i F FLORIDA BUILDING CODE (High VelocityHurricon• Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 3 16 lime n."Ca We rP PINE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EOUAL NO• _* I 20 GAGE GALVANIZED STEEL STORY PANEL oRan, W °FCTj0I1,S. - i ST EOF'`�"r TILL C AND GLOBAL PROTECTION N PRODUCTS, LLC. NOTE FOR COMalLAt10M oF' ,a., - FL RID�-IEt--- / E-T O 4aDo iP. e, etw, '^tt TOP i BOTTOM MOUNTINGS CAN BE ,•F, Aet�',�D,,f; y ar. NIX!, >a ...r,N �. ;NNE. n ]371• In wac (aw)oe•-7s.5, f.S.RRe-s7n 20-17 COMBINED IN ANY WAY TO SUIT ANY •, .sp' 'FIN/MII OR'R1C "`. INSTALLAIIDN. H1n/IN1 C 9[IA/el0llAfIRNJO.tt f:A-OOm)iV WKRR Am, J,. P.[ r� 1NF[t n p a4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.a f,) AND CORRESPONDING MAXIMUM ANGIO SpAGjpLt;�cH�QULE FOR REGULAR STORM PANELS d) & IAA INSTALLATIONS INTO EXISTING /CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS Lr/k RI INSiµU1TIONS AS PER SECTIONS 1 TNRU 10, ON SHEETS 4, 5 it 6) NAKIMUM 10 1lF- YAneum moon smACMto FOR E.O. - 3 1/2- TAPCON a TAP -CRP CALK -IN PANEUAATI IEIIV.E ID PAFNIWI[ PLUS SOLID SET N'PiKMU r0 SECI., / A10 MAaHY1.MN FAH(, ,MTSS•RC MnNL 1p,1) _..._ TO CONCRETE CONGER STACK 10 CONCRETE CONCR[R ROCK TO 00NCRIEN To CONCRIM 6LOCY: TO CONCM71 I IbN i7 YDFJt To CONpRTE To CONCRETE BLOM TO COIICWCYE I, CONCW[rr SLOCI OF df1''nON HEN - LMGTII 6' N/A N/A N/A 6' N/A 6• N/A a' N/A N/A N/A I (TOP) 6- 4- N/A N/A 8' 6' 6' 6' 6- 6' N/A N/A I 1 (BOTTOM)_ 6` N/A N/A N/A 5' N/A 8• N/A 6- N/A N/A N/A 2 (TOP) 6- N/A N/A N/A 6• N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) ,55.% -72.0 8` N/A N/A N/A 8• N/A 8' N/A 6• N/A N/A N/A 3 d 4 (TDP) 3T-5- TO W-8- OR LESS 6' 4' N/A N/A 6• a' 6- 6' it. B' N/A N/A 3 (BOTTOM) a' N/A N/A N/A 6' N/A 6- N/A 6' N/A N/A N/A 7 (TOP) 6' 4' N/A N/A 6• 6` 6. 6' 6' 6' N/A N/A 14 k 7 (BOTTOM) N/A N/A 12 1/2• 6 1/4- 12 1/2• 6 1/4- 6 1/A- 5 1/4- 6 1/4' 6 1/4- N/A N/A 5 (TOP/00710M) 60.0, -53.3 N/A N/A 1 12 1/2` 1 6 1/4- 12 '/7- 6 1/4' 6 1/4• 6 1/4- 6 1/A' 6 1/4- N/A N/A 6 (10P/BOTTOM) re'-e• To I1'-2' 55.0, -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4- 6 1/06 1/4' 6 1/4• N/A N/A 8 (TOP/BOTTOM) 9'-a' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A a T/4• 6 1/4- 6 1/4- 6 1/4- B. 9, 10 (TOP) +3.a, -48.0 6' 4• N/A N/A N/A N/A M/A N/A 6' 6' 8 1/4' 6 1/4- 6 (90FLOM) OR LESS 6' 4' N/A N/A N/A N/A N/A N/A 6' 6' • 1/4- 8 1/4 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' 6 1/4• 6 1/4- 6 1/4- 10 (BOTTOM) SEE SHEETS IQ. IT AND 1, TOR ANCHORS TTL A SPAC.10 FOR NSIALLATKNS IWO WOOD MAW 61LDNO HOMMUY ANCIION Sr•ACPM AND MA N IM COX aa,A1Cr APE YDr• RO oN T e SCHTFULE, FOR to LESS TOO" INDICATED ON SCHEIAIIE REDUCE ANCHOR SPACING P NILMYNG SP.CNC SHOWN ON 9OQDLIE Pr THE FOLLOWING FACTORS. FOR THIS OPERATIOeI TO IN FMOU. REDUCED I~AC 0°iNAEO USING rACTON SHALL Not R LESS THAN Ir.R1AR1 SPACM IDrATED FOR EACH ANCHOR TYPE AT ANCHORS IEDENO 1/.1A Ile. 1/4•. ) /4•. '/�••_ AMC" H1C TMO•I O [AP -DING PNL[W.TE =Y IY aw, ._ ..,/��r_ Y6R-el _ 40LOtT -- rR ANCHOR yKN00 •iw omallo lo"Wr•l• 8.3 3 3 3 3 3 ] 1n IT. II I IIA.e.W •.r ftil - ] - ] - --] 1n -A In_ a 1n mmm wm mmm rAC 704 ' V-10ENS- .- ee NO. 14167 - S *• # '04,1111 NNtt 1.F��• nMriMR _. FLORIDA BUILDING CODE (High Velocity Hurricane Zone R0 °LR`O' Wc. 20 GAGE GALVANIZED STEEL STORM PANEL eJ ORrWIf e+. I L E C OI E C O I� GLOBAL PROTECTION PRODUCTS, LLC. 0//1 •eLC 1. 5r "HU" TENw NO` EHON CCNP.H> NNE, FL .W14 7r .Pr N+lua n M.r wql[. ([s.yec-7a.e, ra. 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FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS PINE NO, 2, W/ SPEOFIC DENSITY OF 0.55 OR EOuAL. y1P. JCEN$F '- FLORIDA BUILDING CODE (High Velocity Hurrlcone Zone NOTE FOR cOYRIlN770N of SEcitONS N0. 416 s r7o7o mmo, N,C 20 GAGE GALVANIZED STEEL STORY PANEL F TOP k BOTTOM MOUNIINCS CAN Of TOP ITT BIN ANY UN TO sun ANY Of 5 * •' -a-• ST 1T DI • - ',,'170 F( J ---- GLOBAL PROTECTION PRODUCTS, LLC. I� O INI: -_- --_ °'/A•na. art. INSTALLATION ._ _ RIDE , y EIif) YEeTr.D • cNINPn'CO6MN6 ArFY •eW 5W. aH 3nW 1 nwc. n 3N FS Np t� %"NpSN Rr. ."LNR.n. IN4HWIIM1 20-176 FOIn��,lm -o00e7II oRanrlaw NNHN`x SUH./9RYRIRF/6An INu,iR A. lillll N.. P,C - - 1rQ1 ,t M EI Q� Q� U) q) O ._. 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ANCHOR ANCHOR UR 71NEC7 MOUNT SPAtNo SPACING M SPACANO I ANCHOR SPACING M0S L SPACING I (NTFWINR IAGl10M Y END WMRLa) DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE ) DETAIL 2 FLOOR IlOUN ING INSTALLATION (APPLICABLE TO SCHEDULE, 2� +oao rLAUCR ERE DErx4 In. " ,/ /�, I • ,/+.) _ (AEtO,MIE LOCATION SCALE; 3/16' 1' SCALE, 3/+a' - 1• /na .Y.6 � • T342rP C mo•„,n o G Ia OD AK I/ " CA Q MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f.) AND CORRESPONDING W ALTERNATIVE 1 ALTE$NATIVE 2 �- 0VM3'/„ GG�Pne 'R C°"[RFTE T MAXIMUM A.S.D. DESIGN PRESSURE RATING (1).S.f.LAND MAXIMUM PANEL LENGTH GAL" SCHEDULE 4.1 °1 OCR 'r CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Q. FOR F417JlRED I r /4, 2/4, 21111 3/4 aR 4/4 ; b 1* �W/Ts 1, Z A IW/I5 ,APPUGA".ONLYTOSECDOMS.I_.A.i.11DMAr.Lt..fD1L..lfL..S6Ct1Y.stORl6 PW- INSTALLATIONS NTO CONCRETE A CONCRETE BLOCK STRUCTURES sYstnL�rL.sF>�_v < ALTERNATE -'ON LIFE SAFETY' PANEL IWIr.Y AAA tlFsrP 1 w •HWt LRMM NrrAr VHM,p. 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SPACA.GS NIO MINYW EDO[ (MSTANC[ NN NNpIp,NO OA564pAL. FUR 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A I k 2 (TOP) I G I EO CINA RLgllll7) �,i.y To K OWAN rn ON RCNO7F.0 FROM INSoi I' 1 1 E.D L[26 TNw N@C.TEJ UN fA51E0LLE Rmll[[ ANCOR YACYO rt wiMrWG SPACrq 155.D. -72.0 5'-0' TAN LESS MD1F" aN aClRrk)LE n TNL FgLOWIp FACFGR. /on fNe OPERATION M N PO➢4BLL- •__ i +YL1a Or STRUCTURE L � son"'.) B' 7' 9' 9• 9- 9' 9' 9' 9' 9' , (BOAoM) Rtw= SPACING OVAWLD USIMO FACITOR COWL NOT R LDS THAN WNNAL T 9WCNM - 11�� I '. NOtrl wwti 6,p,��..) ELEVATION INDICATED FOR EACH RYcHOR TYPE R ANCHORS LEGEND fi' N/A N/A N/A 6• N/A B' N/A 6' N/A 1 k 2 G� - - -, . I RraAREn '. L �iALLJjO NT1NG INSTALLATION WALL AN FL00R MOUNTING .1NSIALLdi14N SCALE 3/32'-1' +55.0 -72.0 -- - 5' O- 70 7'-6' 9' S' 9' 6' r 7 1/2• a' 8' 8' 9' ) (BOrou) a11ss M[ !/�'• _ -1/4yi V+'• V•'• 1/+1 rAt•• O w-OBP M•elAwN PRiEw1i. --__.._... 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M POH TOP OF AMaE) CASE 1 (SLID • ]' Yw I.y 1H T A14rJ APPLICABLE f0 S ,/1' - - Aa I .� 1 •Ta J/r tArID 4RAdX RgrNrG R/ T/i•-2M,' SS. 11P • aI OL OR FRAME CONDITIONS ANCHOR LOCATIONS �/� E� 2 l)FT SAFETY S10R PANEL CONSISTS CN1 039• GALVANIZED STEEL STORE PANEL AS - IVIW _�-� MAAYUM AID V1- O6oN y _ _ SECTIONS I k MA%)MUM PANEELL - r - li0" 1m -- .- ;]_` _ . LENGTH •l (fl.) - -_._ ._. _� _ __ - _ _.~-- ,J.•._3o PYI[Uxa ,EL.LI Dal ALTERNATIVE W00� P11RL1IIED /AOW PONE 3n' '• PER COMPONENT _11L 1�3,-� TWS PANEL ITSELF TO REMOVED FROM THE INSIDE CF PWtSSUWI -_--_EN Vol CDYBINATIO „11111111HINN1„ im 1m TO 3/ •. or THEM N�P A• TIE(/ PENRRA71),H ro "WING W ALCONS BE OR INSTALLED STRUCTURE. PAteD .I. a . 449.2 -61.5 4 1 2- 4 t 2' 2 (BOTTOM) 7'-6. OR LESS �� '••••... •.•. ✓ PLATE NOTE SNJittP IALNXS NOT v4orlN TOR C,- ,,,pHN.ulpr uuN, 1NfN, 3' p / r,••'L�CENSF''•;9 �(�LL MOUNTING INSTALLAIIQ,N ,''SSA TfIL/rN"'"'{r 3 LINE SAFELY PAN®El REDLARES TOP TRACK TO BE COMPONENTAW k BOTTOM TRACK TO N""11, vo-,. BE COMENT®MAvABC'ER SHEET 2 Of THISOR 011O1NNG +52.6 -86.0 3' 3' 4• {' 2 (BOTTCw) 7'-6' OR LESS t S S •: •tEC .•• Nse ✓ L eLERNATIVE 1 �* ys (,�J WAIL FLOfORIN,AIXINTEO SECTIONS 1 d ```��,p'.T..... THIS 7: • cENSF '•• +550 -72.p 2 1/2' 2 1/2' 4• I s 1/2' 2 (BOTTOM) T-6' OR LETS $ N0, 44167 1 t Q �CENSf •. 2 ON SHEEt, AS WELL AS DETAILS I a 2 ON SHEET 14. N FLORIDA BUILDING CODE (High Velocity NU cons Zone).55,0 _ -72.0 2 1/2' 2 1/2' N/A "/" 2 (BOTTOM) T-6' TO A'-o' * i * ? FLORIDA BUILDING CODE High VelocityHurrIcon• Zone)= j 7 FLORIDA BUILDING CODE (High Velocity Nurrlcona Zone +55,0 -72.0 N/A N/A 3' 1• 2 (BOTTOM) 7'-8' To e'-e' �-O9, �V, •,, F(Og10T',•`•t 4111.E tr56ca INc I 2p GAGE GALVANIZED STEEL STORY PANEL I--. " aA.r, n 4, u;n .EACH FOR COMPCVICM®6 t5' = NO• :* s tl°o,o ,e TEED. ING rP Mo. ANCHOR SPACING FOR COMPONENT 0ANCHORAGE AT Borow Is GIVEN fXl x * 20 GAGE GALVANIZED STEEL STORM PANEL ND _ = = A,mc. nnm. PL 20 GAGE GALVANEZCD STEEL STORY PANEL ry * : :a' g ORION 6. Q '�,, C', y. 1,, SCHEDULES k 2. SHEET 14 z * : _ •� �. COMPONENT MAY BE PERMANENT OR REMOVABLE ATE ( _, ' -_- T/� - GLOBAL PROTECTION PRODUCTS. LLC. '-_-_ 5 SEE DETAINS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. %'s '•, AD D`N OR I L E C O '' V� SS "`•'^' /QflAe3 '" - 1,,, ,,N NrNW.M", �_ \ 1LN IE C O INc �1� r 1 1MTALIATDNS ARC ONLY VAED raft BuuD•W5 wmI AS 0. OL>'GN LUrDl uF `0 -Qq 4 I Ol/anml 485], ->,° PR AND PAKI's LENGTH w TO a-e' ; Y'' f 0 _3`+ GLOBAL PROTECTION PRODUCTS, LLC. o� ,. L RI , I L E C O mm - INN W000 INNERS ,0 ei SO'J H(RN (C e; 3 \ .eoo S. e1 3 Ra •PI�.E z Z -_____ OLOBAL PROTECTION PRODUCTS LLC. ( .eo) sr Sr 3 [R __. _ N/a4/maa M,1 - OF ., RITO 3. 51 STREET 1 MLA MN°, IL Au,. '�,FS'S "` /.' - : 2� LL,,���� _ . IEa Ir�io [MNU ioMAin DAWL R 11314 20-176 , TON NEW WOOD RANI[ C N6TR CioN PR[ HP. ,. N/ 9ECIIC 11EN9T' OF OaS OR EOLxL '. SS) a �unNo Cow.7 aM h ssa1. 'CON 1 20-176 8 SEE SMELT . FOR DETAIL APPLICABLE TO THE NECESSITY FOR THEALUi:ON Or raCOa [NpNwCpl.lo UNA r. 4rma n DHr we.0 (.s4WN-TS43. fa (.34Ns 47e1 2D-176 II ' �.�� , fw r_ A a .eel r+.,. fNN nr-.1Ne r- 11rirn -1uu'r - (IR•)e�-Y4NL TAR (•6.)OW-17/1 NmNo ,N tl1rlOr �Llr w,oRR: 1R5.)R6N-7w. ra I].)E..-en7 Illl 11 /111A 'w" r (Nq rn-, �� A.NW.N SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO OD HANDS. "All .aN �*.. t>oi nI-NSW r- L..1 Yr1-,In lllll U-oDpe11/ W w aM4tlF• IN. U-0006)H4 WNRit I 0F6eYINe N. ORNRIle Meg PE R1./!•YOIIR/BaR NAL FTA 0, 1 A,I WNRfl A rt J P.[. YA./'LDNANR/TAN 11-H•i _-- Pere', N 36 PE SEAL/SGMrAV.IM Nh,TI A t4f' N. PX - _._ -,I G N Ur Ni61[ wi iE NYti n W Sa SHEET NO. SH 1. ------..__. ----- -- ANCHORS (SEE SECTIONS ON SNEE'S 17. la, 19 A 20)--------•---- _. -_-- !r MAx L\/E7. 44/17. AA/IL ]B/17. 42117. WAS. r MAx +• IBM. I"►w/EL 7Ar/1e f SM/20 �w/t9. 7w/ts a 1• wl - - - _ - - - -- O O O O-- 0 O �1 b es,16[Al1A. ' E�AId I j 1' 1 l f,. TILE N MAX. PANEL LENGTH Y w RIR iMlgr f I I I (SEE SCHEDULE) -I. T T - or : PIPn 6Dnor Greex9 I 3A/17. Y/f 7. 5A/ wlG NU, a LIFE A�FRAwp IWa. �17. 4yE7. M/,L r 1' 1tM4. MW/19, 7Aw/19 A Yw/2p ypyypp� tre'NEE. 7w/Ie t t�� ,' �. .--._.... ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A 20) OPTION #2 FOR LIFE SAFETY STORM PANELC� ELEVATION SCALE 3/16•-1• I/P WLw MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PL. DESIGN PRESSURE RATING (p. s.f.) I-(Tl.) (SEE SECTIONS) TO GLASS COON RION +55,0, -72.0 a' -a" 2 3/4• UNBOLTED CODE (Hlah Yelccity Hurricane INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ^•.mow.'' IOjOp1 _ I ..NL`l7C nEIDCR r000 I.IOER "��.N✓"A j� WOOD READER [•Jurtr -'11RpDIR01 •.,\ ' REQUIRED -_ t/11 T1Mp0R O B' O.C. t {•e TAPCON O B• p.C. 7 41'1 e 1/4•. IAPCON O R' Or _.�/POETMr1C11~Ar R , k/, , z• IRA mREADEO itOX AT wtO00 .1 ND10c1I A ., jl 11OAOEl1 Al NfGOG 'U % , HEADER X"' I `. ! 7 YTS. _. J/yL11 "_ 1'___ / '-: ..,_._ M•x _..• J •1 '--_ __ - l r Y } 1 11 tl I , -117 ��2233 //'•77�� ll' lJ/ j [xeTww MATO, R F ro O" i .. I i -L Mm. CIAO (� 904OU 1. 11er CLAN PANEL UNGl11 sew to 1' YP• PANEL LENGTH ON sNJTi (SEE NON I BEIM) (SEE NOR EAL,-1 I 1• Yn PANEL Ew97eq IR 10eAr19R I ILNBE' re Y am- i PANEL LENGTH .... _ _. M 4um II I -. (Tiff UOT 1 •ELOw) [xlsrlNa A LLMS - - - _ _ (SFt MOTE I WE OW) DLwR a e�tq I I I/I•e-20.1,' -- N.Y/3S W LQi ,qE j 1/4•°-2FAt' - it 3/ 1 n .3/3r °NUT "NO ........ r .. ' ._.. .. "a Nut o.c. w/t i - - I I'IAOenIN OF PLAT[ i I G Ea 1 CUNT. - I -- 4� [ONE I �0 1/{'e-i0.3/4•SS_ MA. w/ , \. 1/1•P-3QV(4S.& NA. w/ - / ! Ifjl 1' 7/e•a3/37' WING FANT �',Lyl[p O t2 //2r ( C [ 1 WASHF 3/37' INGND) NUT 'WASH• K 3/32" WING NUT �l I; ALIT r o ( IWINDfON ' WASHER 0112 ,/2' O.0 j Mllf W6K,1 (aEI'Oq) wASNEP (SCYONDO 1 I i t a i OMEGA e r Oc. 1 • �Y t 4•• TARGON a B• OG 1 ' 14•M TAPCpv . e• o.0 - !. ll IH 1 f t /t I/2 MN TMw[IOED l t� ,s'AoOdm W/ jM1aLPCD w/ STW) I 1 I Rr)( At YIDWIDM ) W 1 2• WN. • 1 1Z]H WM "MoDwa O �' ATIIOM _I TIDM AT IIDwO1N ...1i1JlJ 71DN Al wOWOn1 , O PLATE .`#� ��4• VOO PLATE NOGG PIAR Or PLATE OF PLAT[ _�_._'. SSEE Qr pu1REn ""CEO M°EDOOD PLATE 2 're PLATE WALL MOUNTING INSTALLATION WALL tR10UNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW O REGULAR PANEL ALTERNATIVE 7BW ALTERNATIVE 6AALTERNATIVE 68W SCALE 3/8•-1' O UFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL SCALE if ,WAllll SCµF 3/r••` SCALE 31e•-1• 'Q;L, TIL y- 4T`\GENSF' . 9 •� �- FLORIDA BUILDING CODE High YsIT7cR Hurricone Zone I YfSTAL1ATONS ARE CAL. VALID FDR OILDNGS WH AS D. DESIGN LEADS IMP TO •553, -710 PSF 40 PANEL'S LENGTH UP TO IF -a' 4 1 - ao]c FKAi Nc IP N0. 1. TY T 20 GAGE GALVANIZED STEEL STORM PANEL [ORION, IF NEW . W/ FRANC [ONSTSITY OF : WOO MEMBERS TO [[ SOUINCRN : a PIKE PIN[ Hp I. w/ SPECIFIC DENSITY a o.ss OR EGW - ,R .' ST A E OF- -' - - ar/a/a96 GLOBAL' PROTECTION PRODUCTS, U.C. an. •Q ` . \ I L E C O , q D 6 T ae00 iw 11 $Mn •y �j"�,' 1ui . w C 4A1Na COY AMr MIRE. h- ro71111 10-1 F r ,rpAw M.r PNDt fBeN)I4W-4A rAx (6M)M•-1797 7 "tml 42SS)0 A\.E •.:. n1_„W I- 1eln n1-ARM IWMMNp NP II7111111 {III"' PE SEN/eDR n-/Mn U-0"U.3 1 1RN10•' �,,, wILO A TIN Y. Y NN W L ­17 w sNr[T H V H COMPONENTS FOR SERIES 2000 it 1000 E-Z HANG STORM PANELS (SCALE 1/2-1- _ __.-..ta1a• (TOTAL want --- -- .250-7 - 2.591-�- •. Q' r- .--.._.-- -6 I/4•_. -----.-1t_aoo• (n7:EM Ibr2.250' 1 _�2 F- -, r r ,• ' 7�0. 2soo / ; Ir (� =BST O.11.M' Yw TReDK 1EYME0. X' '% 3 s00' meµ' 2.000' / lYP' �AST4 AD 655T3C[L awe T Ja 7z9 y�,�. .I HEMMED EDOE \ GARDE 30 NLY 11"T c-so GALv / ._-.6250' .700- Q STORM PANEL O2 REVERSED "h" TRACK O3 REVERSED, RUIN TRACK f, PANELT3 aND UP 2' W/ HONIED CODE. ` / _( - . rlw• - „ AO.a' .BI3• \y�" roiw• -I , r Ps ISOMETRIC VIEW DETAIL A 2.coo. �' f 2,000. ROUNDED CORNER O ENDS Or PANEL'S END UP W/ HEMMED EDGE 7B0• , IN T.S) I - T._ I 1 L -1 '25- - - 230' P -2.1111 4O ~,i TRACK 0 PANEL HANGER OB 2"x5W(Max.) ALUM, ANGLE 1 1/1' WIDE 6061-Te Mum. ALLOY I.._ MIIrNH1,Nl i DER n,.r�4if 73D 065 (Tm) y�P\ •\\CEN ✓9 t .: I' ] No. 44167 $ #,• T FLORIDA BUILDING CODE (High VelocityHurricane Zone). I 3• I - '7so• -ATE OF 'Q = 12- n Lu. Nc 20 GAGE GALVANIZED STEEL STORM PANEL r O7 ,37x3" ax.) ALUM. ANGLE O STOP BAR %, sS/ NgIE _ / - l ;/ IL, EC O EP1cGLO�L PROTECTION PRODUCTS, LLC. °f�Da�•'0 Nm s W 5' srREET •I / E�f�/`�'^ 11• LONE O"HooI h IN T--NppMEMIq co, Y BANE n. II51. / x IM All N Pr1apE ('N)Ir6-T1a1, VAX IAI+Jte4-anr 20-176 6063-TS Alum. ALLOY L n,.. iaaT'W,-uW r.A � I]m -AUA _ P3 YH/iCNAnAIC/a1TE G-DW6719 1 LTuffF,Ul A. ILK. 41' FIT_ 111QT 22 Or a Y 1) - iNSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STQRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE-BLOCKSTRUCTURES .__ I}.• UPM ALIBI M - --1/.• ,AKON ANCHORS I..• TAPEDR ANcHom ,[.• TAPGa, rAIC.IORi ft BY oc. a e' o.c 0 B, O C.---T�B• DO POURED CON I POURED CONCRETE POURED CONCAC,[,[Tt OR CONCAEtf 1) OR BLOCK CONCRETE OR CONCk REQUIREDf._t-^ BLOCK REQUIRED 1-+, BLOCK REQURETEIRED ' q�FEA11BEo T rrr--{{{1 1 1/4 1/4 r t as TEAL • I Y• eaWeos A -� !s w fwlrR/, N 1 -0 I OU 10 1 i ~ G bi r LwSf� I � Ex1111i(OJ I EwSnryG DUOS , G1I55 , � OlAai I � GU6S � k W I rzT • t I I I 1 -, l./ /TILE ILIIA -'Lh J , 4 e-2m3(4•s s u.s w1 1/3• - 1/4•e-2o.3(4'ss. Ns. w/ . I _ _-.Y/RY.J/32 MNc NUT wAsrR.R j" 7/e'RAJ/Sa WING RUT WASHER • 12 1/2" O.0 (BEYOND) - l 1��6•• 3/32• WING NUI _\VY \7/f7 . A/37• Mpq WASHER • 17 112. OTC, iCan. i-11n We;COM �10sID) t:'4' TAPCON ANCHORS W4• TAKM ANC"ORB 1/.• IAPCON ANCHORS I 4' TAI co% O 4 112. OC - --S 4 1/2' O.0 ._. .-.li 4 1/E' O.c.---�A1.c1gRs (STAGGERED W/ STUD) (STAGGERED W/ SRN) O 4 1/2' OC POURED CDRCRE7E -OURf0 WRO TE POURED CDNCRETE PAINED CONCRETE 04 CONCRETE IkOCK OR CONCRETE BLOCK OR COHA:;Rf7E BLOCK OR CONCRETE BLOCK REO MO RECUIREO REQUIRED REOUIRCD WALL MOUNTING INSTALLATION WALL IINSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A CTION 38 SECTION 4A SECTION 4B O REGULAR PANEL O UFE SAFETY PANEL 9- REGULAR PAN O LIFE SAFETY PANEL SERE 3/e•-1- SCALE 3/8it-". SCALE 3/a• SCALE 3/AH.' E[ fFto • 20 OR ACM(w AOM TWI[ T(•'. UII,H RANG FOR 167A,U116 INTO WOOD lea tAYWR elYJr 0J - 6 FRANK ANCHOR KNIIIVM 7AWL E MORCs AND A•THIS mcc TEA oN Ma o.rr. W .a ��-- 3 ffi[DtAE FOR CA LESS 11aaN AG.'ARD ON ULE Mo ED LESS SCKDLILE mom MAYOR 1PAC` G T Kun"m SPACING SHORN ON SCHEDULE p,Ir.r •Ar PnJ ] Nam m wa In, THE FOLLO." FACTOR6 to* TMa OP[MTKN TO POSSIBLE REFIXED N �, _._-- _--- ... SPACIG 0•PRED USOC FACTOR SHALL mi RE 'M THIN MONAeAI PACING ..PLATED " .___. ] /y - 'DR EACH ANCHOR TYP1 M THS SCNEPlli r HAs FLORIDA BUILDING CODE (High Velocity HurrIcons Zone otDto nnro. �,¢ 20 GAGE GALVANIZED STEEL STORM PANEL f° °PIM'RTOY . I�E C O 1qc. GLOBAL PROTECTION PRODUCTS. LLC. wrt 4soD Is sI STApi Tornio A N0� IMn COMMA Owr n .11 ,1,. wr4.lrHA n. u.r H..- (1D4N THIS, 1. (wHNm1-In% 20-176 Nw nAl CA-1 U-aWe114 w:. 'vrow. ORLe•G Ne IAMM A Thin IYR[I A> a a INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1/4•e TAPCON a a' O.C. 1/4•. TAPCON a 6' O.C. / , ! W/, t1/3• MIN. THREADED PCNE'I7LATION AT WOOD -W/I I12' MIN. THRCAOED PENETRATION AT WOOD \, / ( 1 HEADER HIEAOER r \ T MO., ■DOG _ r IMDUB,ED �'' / 1 I WOOD HEADER REQUIRED I ��•, .14a COND � lel. YJYIILIDN 1 1D AA8 I I E IM sm u) Mn M/WWRRRMORRIS 1' NaK CLASS I 1. 1L... ' (ffi SpmUIL-" PANEL LENGTH j - _ PANEL LENGTH ORWm ,h (SEE NOTE I BELOW) 1/4••-10n,• I I I (SEE NOTE I BELOW) CLASS S S M.S. /3 NUI -� WING � 1 I - 1 j 2'.4• WOOD7 } /6He A 3/32' WING MUt -' 7/0'. A 3132' WIND NUT NVOO PUTS REQUIRED , I. WASHER • B t/4' O.C. F011wED * ' WASHER . (BEYOND) RIFOU F14-10 PANEIMATE PL(ISJ '. t/S 114-10 PNKIWTE PLUS I 1 i/e' • 6 I/i OC. W/1' YIN. THREADED PENETIUTION • 4 1/4' CO. W/I MW. THREADED PFNETMTW �. AT MI[IW101H Or PUIt _ + AT MCOW107H OF PLATE WAL MOUNTING INSTALLATION L ALTERNATIVE gAW plAeeuullu,p TfL(/Tr"'., O REGULAR PANEL �,aFPA •-'✓9 i' O UFE SAFETY PANEL SCALE 3/0•-1• ? ,rEN F SCE 3/B'=,- J FLORIDA BUILDING CODE (High Velocity HUrrlean° Zone EIS •• No 44167 °'°'° ^ R°' "� 20 GAGE GALVANIZED STEEL STORY PANEL p1''II• N 1 INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.D DESIGN LOADS UP M -72.0 PSF AND PANELS 7O A'-R• = # /--- # 'w '. T C:-� -s =-� .55.5, LENGTH UP GLOBAL PROTECTION PRODUCTS, I.I.C. dT---- 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 SE SOUTHERN IL E C� FINE No 2, w/ sPEnrlc DDrsm OF oss OR EOl1Al • A N NC CaNPAM 01ME rl .• W.. WWWw tnr wNOnG rNa 20- 1 76 ///'FI�I W. A.n e4)B - ( (Fr-7N1, 1u)IWe-.707 -_ mN1N••1". Mel/WGNNVM/OWT[ U-0006n0 ••�� •'W M_ WFIJ1R A ryy F 0. -t 7 ___.-_ 1WIF7 N DF ]4 3'/24 Boo (SEE •VYF 2 Nuo.) 4 r/ at w/R (SR Ron I BUpO 2'/24 ,' 24 4 AT 3 F S ri. ,'/24 4•/24 ]• Me.. / (1!I NOTc J eElanT EACH, ry raR cak E AN=m 1u r/7WRR AMp10N1 ° 77e°'j"L 3' Me. • a scAn '�- '-(yQ sodma tt"1R '' oN Rrtn 26 1• MN I • �, wTX`Ys]MlrSNEn°O0026 `. j 14.T' SNS� Y T''L. _ d-i'l a % 'L• TOTE NwFu ' .. ,.-. �IIIQ) i l 6p Ir. 4' We wWL7 r ONRwOR PARn) fWWBRDR •66) ONIfa10R Nefa) ��• 1 (p1p NOTE i L 4 ww Sa NOR L 3, a BLIOB 1'[E ]. A 4 I Sk'E 1 47 I H f -1 TEp r Ull $am'ygM�'3�'1/y�.�P• apxl• [ n-j RULLELELIQ _.. ---Z-------- r._-'--r '- PNtEUNTIF (In) 11111 NOTE 4 0340 For' RaR 3, _I.---t7•-�• - TtTMMrc L TKNII FORT Do"- AIIDIDRE: SEE F(µ YPr r TIN. MAY IED_ �I 1,T StlEO{IL[ fN TITER 71, Ip11 HOOD YA'I•M. AT OR 1/Y 1 1/f' DID PANRS� sD SCnkW$ T' � aR DIE[• :e ,Ht01NNF PAHEIS. 11'---- r,j�'N .)ORO./ GI w/o®' OO " LAST PAWL (o1) TO aE NSTNJ.ED AT EACH • UST PAVES TO K INSTALLED AT EACH opt"" SMALL µtM1g SE PROVD[0 w/ WAYS Be ALM MANOIE 7L ALL MSROM RF TYPICAL .ELEVATION FOR SERIES 000 Ro"' TOA TYPICAL. ELEVATiO K INTENDED iqN/ -'�Q E INSTALLED rwDY I m7E TO K M7ALLE0 fwoM NSLDE lx STRUCTURE E-Z HANG STORM PANEL l'i) SYSTEM RU TU E IN1NOE or zIRllcruRE E-Z HANG STORM PANEL SYSTEM _. 1rA1E 3/3x• - r WAS 113E + , • 1/4• K.. CAP /4' IYA. w -Ar'/" Ne. w 1/4• Rea GAP -I.-- (N,[.NAn UI SECTION A -A SECTION B-B .1END PANO3) 1clE[ 3/32' ,• !VyTI(? 904E 3/37• - I' (1) ➢ETINUaNOF__FS 10BD'. E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL I LEiTEi� l- TRACKS AT TOP A PANELMA)E PLUS OR 15' LONG (I). DEFINITION OF 5LBlES1 =0 f 2 TANG S70RA1 PANEL SYSTEM CONSISTING Of PANEL (,2J41 BOTTOM W/ PANELMATES. Cm'. TRA"S TOP A BOTTOM. (2) ENO PANELS SMALL ALWAYSBE CONNECTED TO NO LLL WALL 10 MEANS OF (2) ,([ND PANCLS SEALED ALWAYS E1E COr+NECTFD TO BOT70M 14ACR OTNERMSE A STOP DAR PANELMATES OR, If U5ED JOjNRY W/ 1S• IONO TRACK AT aGnOM, END PANELS (6� SMALL et Pl+ovrofb AT rOP Or SIJCN PANELS SMALL BE CONNEDTEO To W/ 1/4•.-2D.3/4 s. w T/�.3/]2• WING NUT OR 1/4'e-20A3 ... THUMBSCREW INTO TAP 2 (EXCEPT AS 8/E(x2') (3), IF END PANELS ARE CONNECTED 70 BOTTOM TRACK, CONNECbN SMALL CONSISI OF DE cmecD ON NOTE (3) LOW). 1/4 e-20A3/4• M.S. W/ 7/e•eK3/32' YANG NUT OR 1/4'h3/4' MIT, 11UYBSCRCW (� AT INTO TMPED B0t70M TRACK LOCATION OF FAST[NEIFS MAY BC AT EITHER OF TY10 (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ •5" LCNG X FD'TERIOR FLAT FLANGES OF END PANEL (FOR BUT ENO PANELS ARE MOT CONNECTED TO BOTTOM igACR A STOP BAR (F SHµl OC FRONDED AT LOP OF SUCH PANELS (4) W CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (le. A STOP BAR IS ONLY USED AT TOP AT LEAST TWO PANELS SMALL BE CONNECTED TD BOTTOM IRA(', (•) FOR tNSTµJA7bNS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY NbUNTTO i0 EXISTING SIU WALL B�MUMS OF PMEUATES, ONE W7ERIOR PANEL LOSING SPECS INDICATED ON MOTE (3) ABOVE IN SUCH CASE. CONNECTION' O' RANELS MAY BE USED JOMTLr W/ TRACK p) AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO BORON TRACK MAY OCCUR AT µII' PANEL lAGAT10N W/ TWO PANELMMTES FOLLOWING SPACING SHOWN ON ELEVATION AND W rryr���3 1/1• (5) SFf SECTION 1'. 3' A 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 2D Mm. CDCE DISTANCE. FOR THIS I;A$ INTERIOR.. PANEL USFO JO TOY If v GOES IA III HNM, NOT NEED iU BE cONNECTCD NT FIN ANY MEANS CRACK SFWJ_ INSTALLED Of A TI F/N, SUCH THAT ADJACENT PANfLS E LEFT A RIGHT SIDE INTERIOR PANEL.) NAVE `oA0 MOR OVERLAPS RETAINED a, 1� • •: �,.' \\CEN - 9 -. FLORIDA BUILDING CODE (High V6locily Hu, cons Zone) .20a nrLco..Hc z No. 4 167 '• i 20 GAGE GALVANIZED STEEL STORM PANEL owl F so•'•, STAT OF � � _F -` ° GLOBAL PROTECTION PRODUCTS, L.C. TOAtiIL rwrodw e11wfs0O!'' 1LTIG . tDN01Nm11MOOWy Y cAWE. R 3]JI4 e Fs • t NG � r PHorNE teD1D4n-7Me, rvA (n4)Iw-pT11 20-176 G ,w flrin;_, AA N•el n,-ru, '" /r`,S/QN DIWAWG L �� w CA-' /'rIIN11111 IN11N1sT�; yAL/1fGptiHR[/INI[ RyTp ATILLIE L., P.C. n 1 wnae.a INSTALLATION DEALS FOR OPTION 42 FOR LiFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES IrA' TN'CON 6-9' O.0 ANCHORS 1:4• TAPCON ANCHOIN O 9' OC. FIGURED CONCRETE NLONONCORRF BLOCKI i �)� POURED CONCNaE gOEHDCCORETE BLODI('I 1 ;. t/4' 7 W I .. N - 1O I .�� o I arA.,ro ... m I- H P ld A-— I ) MISTING ExlSily�j , � y 3i I I - ' bi rW _ I IIle-10'P PANE`.ANTE PLUS W/ 3/33• 171NG IT WASHER e 6 1/4. O.C. POURED CONCRETE OR CONCRETE BLOCK REOIRRED WALL MOUNTING INSTALLATION SECTION SA OO REGULAR SCALE 3/8•-1' 1xf MEET 16 a 20 FOR ANCHORS a 1011Mt W. WADI /.•. No - NSTADAMMIs INTO WOOD 00 - _ Ilw AWOYI e•Aar 1 3 rRAIW a1ALdHO. FRAME ALO MALADY AISr 4 it`IU4 NG CDC( MG .LESS OHI THIS (Tw.,M, 0A) •TR•F J 3 a 6 Ip 9CAmUli rat CE LESS THNAN NDI In ON ULE FOR -TAM. i PfdlcE NCHq SFWCw Br ;PACNG tl'OWN ON fLHL1M[ w,ATHE Doi, R• AIW I'p„",,, y �y MKn Its T. 1% T' THE rd1 FIX fN'ra15 t w DP N D I. ,aEXILED ,p CYAG E usic, 3PKxlG o61AMRD usHNc rAcro. cNNE Yor K LESS IMAN IIwIY 9PA[NC f0R EACH ..Cm. lv.f DN `i SCIRDWI ] /t I - - '] 1to-'OY PANELMAIE PLUG W/ .. //e•4 . 3/32' WING NUT WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK RLOUR[D WALL MOUNTING INSTALLATION SECTION SB O LIFE SAFETY PANEL SCALE 3/e'-'" ?���'uGENSF'�✓9 No. 44167 IR : f At PE sACreM7711E/BMf FLORIDA BUILDING CODE (High Velocity Hurricane Zone etaa0 mMre, rc 20 GAGE GALVANIZED STEEL STONY PANEL '• oAANI m I110 E C O GLOBAL PROTECTION PRODUCTS, LLC. 0I/A/`010 Mn ... i i • CRVANY 400 Se. DI S1RE1 OANF, n 33J'4 20-176 M61,I•,Y ,I•pp4n T. NADw{. f6:H).•u- D10, IM'. f614MeFe») cA-aEas? 0 ORMNG MY wN nA A IRln NiMA _ 61•Et N M a GFMEIiAI NOTES: YALID E-2 EIANG STOfOI PANEL SYSTEM 1 E-2 MARC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED) HAS BEEN YERWIED FOR COMPLIANCE IN 01) MINIMUM EMOEDAIENT OF TAPCON ANCHORS AND PANELFML7E FEMALE D A PANCLNATE PLUS IWO CONCRETE ACCORDANCE AFMI THE 2020 (71N EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION 1620 of TML ABOVE MENTIONED COOL. 11 1) MINIMUM EMBEDMENT Of 1/4•0 X 7/a' CALK -IN ANCHORS SHALL BE IS 7/9' INTO CONCRETE. FOR A WIND SPEED AS RFOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BERE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL OE PLRM'D. FORA DIREC71ONAI.ItY VALID R KD-065 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S.D.) 1/4' 0-20 SS SIDEWALK ON IS USED SMALL BE LONG ENOt7GH(SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER T VERIFY I n N WIN N R -1 o vE THE ABOVE coNomoN, vE MATE I)ESIG D LOADS DETERMINED PER ASCE 7 e SMALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX, (AS 0) DESIGN PRESSURE RA7INOS INDICATED ON SHEET$ 25 A 26. ANCHORS SMALL BE LONG ENOUGH TO REACH 'HE MAIN STRUCTURE BEHIND SUCH PANELS. MCMORM•F SHALL BE AS MFNDOMED IN B.1) AND IN 0.2), IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRI ED, A 311E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS BQL USED IN THEIR ANALYSIS, FASTENERS SPACING 70 WOOD HAS BEEN T RMIN IN WITH 1 ANCHORSR 1 1 i DE E CD ACCORDANCE NUS 20 S CSMALL DE INSTALLED NI. OWING ALL OF R - F C ( )L ALLED L HE ECOMMENDA'10N5 AND SP U TbN t r E KA 5 O NC ANCHOR'S MANUFACTURER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or THE ABOVE MEW TONED CODE 45 PER FENCS RATION TESTINC LABORATORY, INC REPORT / 2032. AS PROTOCOLS TAS-201. 11 IT SHAD. OF THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER T - A -' IS TO BE ATTACHE T I PROPER ANCHORAC M AS 702 MD T 5 ZOJ. D 0 INSURE C E 15 SHUTTER SI{µL ONLY BE ATTACHED 70 CONCRETE, BLOCK 7 THIS SYSTEM HAS DEkN DESIGNED TO BE BN5TALIEO ON THE OUTSIDE Or THE OPENING ACCESSING7HE OPENING FROM ME OR *DOD FRAME BUILDINGS. INSIDE W/o THE USE OF A LADDER OR Urr THIS APPLICA7014 IS VAUO WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMNN IN CONTINUOUS FROM THE. INSIDE. Of STRUCTURE. CONTACT WnN THE BUILDING 10 PREVENT WIMO/RAN INTRUSION (AUIK AND SEX SHt1TTER TRACKS µ: AROUND FULL LENGTH 3. SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AMC) DOUBLE HUNG SANE WINDOWS WHEN INSTALLATION IS REOUKRED TC BE PERFORMED FROM THE INSIDE Or STRUCTURE 13 STORM PANEL INSTALLATION SMALL COMPtY WITH SPECS INDICATED IN 'HIS DRAWING TAUS ANT BUILDING A40 ZONING REGULATIONS PROVIDED BY THE JURITSOKIION WHERE PEMO RIS APPIIED TO 4. SERIES 2000 INSTALLATION IS MPLICAOLE 70 SINGLE AND DOUBLE HUNG MO IDRIZONTµ SLIDERS STYLE WINT)OWS WHEN INSTALLATION IS REWIRED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. t4 ATRIUM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYS7EM1 iS PATER PENDING 5. µl ALUMINUM D(TRU510NS TO BE 60621-1`6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 1S (n) THIS PRODUCT EVALUATION DOCUMENT (P.E 0.) PREPARED BY THIS ENGINEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LD a. µ7 ALUMINUM SHEET METAL USED AT MOSLORES SMALL HAVE 3105-414 ALLOY. (b) CONTRACTOR TO DE RESPONSIBLE FOR THE S[1ECnON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY DE BASED T- ALL STEEL SHEET METAL PANELS SKALt HAVE SIR TOURµ DUALITY STEEL. AS/M A-6S3 GRADE 5D Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLO PROVIDED HC/SFIF DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- Sa 5 b1 (AFTER ROLLED). THIS DOCUM CUTCONSTRUCTION SAFETY AT SITE IS THE CON7RACTOP'S RESPON&BIUTY. 9 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORRDS,ON RESMIANT COATED CARBON STEEL AS PER DIN (c) THIS PROOOCT DOCUMENT WILL BE CONSIDERED INVAUO 1t MODIFIED, 5001e W/ 50 IBA YIELD STRENGTH AND 90 In, TENSILE STRENCIM A SMALL (AMPLY W/ rLLNKDA BUILDING CODE SECTION 2411.334 (e) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGGIERED ENGIMEER oa ARCHITECT WHICH WILL 9. BOLTS TO BE ASTN A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL. WITH 36 w MINIMUM WF1D STRENGTH BECAME THE ENGINEER O RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR tH£ PROPER USE Or INC PC 0, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P E D. ENGINEER. SHALL 10. ANCHORS TO WALL SHALL DE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR R£VI[W (A) M-=TTRLPSi.=-G&LRFT..S (•) THIS P.1.0 SHALT. KAR THE DAIS AND ORIGINAL SEAL AND SIGWTNQ Or THE PROFESSIONAL ENGINEER Or - 1/4•e TAPCON ANCHORS AS MANUFACTURED 8Y ITN BIRM I%, WC (MIN. Yt•3191 P.11.) RECORD DART PREPARED IT - 1/4. 6 X 7/B' CALK -IN ANCHORS, AS MANUFACTURED BY DCWAI I INC. (MIN. I'cN3000 p.AI,) 16. STORM PANEL MANUFACTURER'S VIRILE YM/1 BE LOCATED ON A RFA(lllY vWIAE LOCATION Al STORM PMCI. W - - FEMALE ID A PAN£LMAT[ PLUS ANCHORS, AS MANUFACTURED BY FLCO CONSTRUCTION PROUDER iMTE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE 011E LABEL 5Hµ1 BE PLACED FOR EVERY OPENING. (f' (r°-3550 3 0 P.0 PeI) LABELNG TO COMPLY WITH SECTION 1709111 Or THE FLORIDA BUILDING C(DE. A1) MINIMUM EMBEDMENT OF TAPCON ANCHOR$ W10 POURED CONCRETE SHILL eC 1 3/4- AND 2- FOR PANELMATE FEMALE D A PANELMATE PLUS. Al) MINIMUM EMBEDMENT or 1/4•0 X 7/8• CALK -IN ANCHORS SHA_ BE IS 7/6• INTO CONCRCTE NO EMBEDIVENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED SAMINALKBOLTS USED SHALL BE LONG CNOUCH(SHOVLD MY FINISH MATERIAL EXIST) TO ENGAGE 3/4' W770 ANCHORS ...... I17CNN/p ?� A3) INCASE THAT PRECAST SITONC, PRECAST CONCRETE PANELS. OR PAVERS BE FOuNO ON THE EXISTING WAIT DR .FF QV,.••""••.,4j✓ FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL :' `\CEASE -•�•-= r BE AS MENTINED IN A1) AND IN Al). _ ' NO. 44167 z (0) TO ExI!ArM CONCRETE..HLSY:e:BILL, - 1/4' a TAPCON ANCHORS AS MMUrACTUREU BY I T W TOM DEX, INC - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone - 1/4• e X 7/B- CALK -IN ANCHORS. AS MANUFACTURED By DEIWALT WC (CM-1500 pa,) p o]me TA.rttw..c OrP ,f;•.. [ Op DAAAN er - #14-10 PANEI.AMTE FIMAIL D AND PMRMATE PLUS ANCHOR$. AS MMVFA[1URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORY PANEL \ �- S� PRODUCTS (IT-2071 P.ei) '.3•'-"'" __.__.__ ._-_ ` GLOBAL PROTECTION PRODUCTS. LLC. IL�EC_O EIIc l / •� riLi tt1TNP W SM cawm IMWE. RS>wmen ( WIeAA, •+1ma n uIM NHor• (ca)ta-7ui IAx tef4KIM-eT) 20-176 I•.. TRIM ni-,Ir. noN AH-Au. w PL XAI/10IMTUIe"m. CA-ota7,p oNNANG I.O_ IMLTY. A nHR A PL - eRn iA a a INSTALLATION TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL',I IN 10 POURED CONCRETE OR CONCRETE BLOCK Ia.F© tPloen - owcALn L.r I>m r; sA1"�`tEr m7� .•, ' 4 m 10� cemaio'° 4 o.L K1m al �� �..1• fY41� A1cNPW 1cNtaaA)E •--6s. � Y) `n�tn,i aK >A�7 a-) �' 4 ,r f.ti- rt ��00rr������� _S 1 OUR 01'� -� yy 4r1. 1.3 cacAln \ • �1 •rw.� a ' 4 0... ..I• FMa so aLT "ARk) - ----- - 1 1 r ; •7R( (N1Sr�� I iCi i K• � I � n I I 1 1 ✓I OR s•aj p I I I04 511 ORk" ' f' ; •• IU TMOI I 1/•,-70J/� 1� 1Q aP�IA[ �row°"irA°�>m'7ManM1 TfL 1oRauLE � �I L.___a Wm 76 � ', Ia spooftaIft F 7r.•w�iAi'' m aAr j :C,o1iNYr3}/ i ro MXAn 1 TY e-. J/a7// ' i ro Dl/a5. ' A, mowiW°W'3Ft�(j' i� m C b ' nnN oA1.WLAP I van, "Ma•DOL P E IYo NR i 1 i 1 I ( R 1 I 1 1 tr.rw it LL moo= AIANRI � I .A.,--J.4-w-.. 3 owR PN•IWu F:^".).. '',/ •.-m3/i Mc -K/ 7I6'NL3]• we . iiur'9r ew wY'n _is,, - - ,gr[yl•-a •,r , �• Aa%'v F�wa 0.° ~ / -1 Nn a 1/F-.a1.T/4• WADI •n. 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FIT WMNONIT A7 OVERLAP 01 AP [I 4OF PAM LENGTH MAXIMUM A.S.D. DESIGN PRESSURE RATING 116aJ.1 AND CORRESPONDING -MA tMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE t CONCRETE BLOCK STRL1UMM Q L o _ Eoa oWYlec .In LY PUuf, RT < P•c <.N FIR R FT ._�.r..__. WU(%%I, A5.0 OESIIN PRESSURE RATINGSleas VAN" MOM" WWCM FOR E. D. - 3 1/2' - -.__- . .. APPLICABLE TO A� ANY CORONATION A nKM Phfa LOWNL* OAJ 7WPODID G1LII-HN I•IIOMN[ 10MLE O PANQMATE PIMA TOcoemRCONCRETE ro 11411E A Gallatin[ 10 n 12• N/A 12• N/A 12' 1 N/A 12• N/A V A 2- (TOP) /1• 3•• to' 3' S' 4• V 4• I' BORON 1r 3• 12• S• e• 0' e• S. OM , el ZOOO 66.0. -7" N/A N/A I N/A N/A N/A N/A 12 1/2• 11' 2 (BOTTOM) 70, OR LESS N/A 6 1/2- N/A 4 I/7• N/A 4 1/2• N/A 3'(TOP) N/A 12' N/A 0 1/Y N/A 9 1/2- N/A 3• (BORON) E'11 N/A 12' N/A 12' N/A 12' N/A r (TOP) 6• lY r 1/r 12' 11, 12' 11' 4' (BOTTOM) R UMMM 70 ILO P.I. 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FL 2331. PAWN: (O.)M-P N TAX. (YNXIII-iH7 20-176 -1,. - ..,... IXANAN w: �g�IiPONENTS FOR REGULAR LIFE_ SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 _ _. ._ _ . IS. 123• (TOTAL WIDTH) - 2.1or--" 7 12.3D0- (I FFECPA IN M)- L 193E S STUD RIVE RIVETED .. I 2m•T... YO Cl-. D /1' (TIP-) --^ E L 0•j- I ,371�.,. 125• - .. 0 111 1250E .10e'+� -. .066yE OR • Ir 1/Y O.0 i Ao..- .- 1»0• - 1�' •- too (NAT IE AtKRSm) I t� ) 1 ' !0 • 1 -F I -.T -I I.. I 'i-- .OBI' ],_E 1 I' 0021E NNA neOK Q b �, 3.375E 1.67 i' 'f,.500•HFNMFO GALW1N12ED STM ra' `4y[DGE i!� AWN AI153 TIP. I .'• .004' -- h1 L I [�1-1 GAO[ so IMNAAWIY I S.t2j• I. C-60 CRY 1 - , OM2 (---,,500•---I l2!' 1 L-- DETAIL A M {TYP.) (�) ._____._-_-_-_ __- .376E -, sso' J 01 STORY PANEL ( Lit E{{'_- - OCTAL A L_1- __ - ! PANELS SMALL BE MSTALUD AUWS -- _-2.7Br--1 rmamAT 00 OF ANTI O2 WH'� O3 rF' T��YCK 4? 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TB 6• I'm--. - - 2.000•. -. i i -� ���S�TH �- ®10, f\MART ' �[,(F "J" N 1 1 TRACK 12 P�IEL 1117, w'•0 _HANGER eo6!-Te AELDY 4, I Slow"�---I ,,.N��P A. TIE(/r"4I (1�L4 WIDE ...__._.: -+r 4• ``•` �' ••,•••. •••. ✓ •'Sy (USE ONLY FOR E-Z HANG S70RM PANEL _ I �6p L_- --' --'' •. t 11w -81.- 1 -•I .470E _ J275' �. 1�: t�CENSF' .. IL SYSTEM) IN)C53-TB ALUM. ALLOY 1 __ t 1,671• E� � -F-� E� _ N0. 4416i - FLORIDA BUILDING CODE Non High Veloeit Hurrlcan9 Zone I., WN. O Q - nA,1N IN. 123E �., '1•. t® 1�,_ iDr010 n1fCO' I"r 24 GAGE GALVANIZED STEEL STORY PANEL ' L _L_.t J OM' ,191E STATE OF " • mo Ll (TIP IN /22/''99 •. .2.DW--- �,---._!6 YC71D15._____ tm 5- Q F )Oi. • L _ '••..,� ;-.�E� IL E C O IIEe. GLOBAL. PROTECTION PRODUCTS, LLC. ..,E; �• TIUTf" TOTer6 L IEF�RI MI 13�1. LN met.,8110 r, �20-1©BUILD-OUT Fr O BUILD -OUT rFr TRACK i S A � WASHERIED WINGNUT _ N1111N ow m'ro rWrwM;s�:r r w(Y5.)e.f�76N, IA nW )r9 rH7.A-I.,M. , a moWHI(ZANAC ,S.N/SIMtU/t/pAl[ 3 AHOY) E wALIG AtI111 W_ ..[. Y' TRACK ANGLE a INSTALLATION DETAILS FOR REGULAR PANEL O INTO PORED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE COMCREI ANCHORS LOCATION _ C04CRM ANCHORS (SEE SCHEDULE ON FA157INC POURED UDNCRE7E (SEE SCHEDULE ON EXISTING PORED CONCRETE- SHEETS 9 THROUGH 10) OR CONCRETE BLOCK SHEETS 9 THROUGH 10) OR CONCRETE BLOCK RECOUNTED. �f REWIRED TERNATE LEG - IEO <' 9' . ,G% CONCRETE ANCHORS EXISTING POURED / I (SEE DULE ON CONCRETE ��.. ., SHEETS OE THROUGH 1 O /R/C/OLXRfD s // 1 .- _ J �, L +ii•v , --.. - ( IA 1 " • ,• 1[11 Ww •4Au I ;. #-_ - "-_ t/2- IN, HAIR, w Saa/a I1/A. .� n. • i 11 I ' /4. N I IT wz CONCRETE ANCHORS _ - 12 1/7• D.c . - --T I I H (SEE SCHEDULE ON TAT'' _ �• I I I 1 SHEETS 9 THROUCM 10), _ I NY-2a,' I Ela. 1 + ��.L� r4.IO .an 1 'l' Mow. ® - 1 WFV!• . 1/r IF IL 1 1 1 PANEL LENGTH EXI511NFr_p I I VAN ' I (SEE SCHEDULE �9 T 4 ON SHEET ONAT CIAi$4 # �/i�/. I A ! (JY1-SaI• / R /iJ tJ/w.: �j; I "' BEIWM7tON F _O / ! %/� I 1 M 1- L eaten w r J^. 10 I)lA1r. ON sNEFts „ __:_ .. MCA � 1 y INS 7I3N 11Na TO OlA•i5 I , .Y-1O1' ( I. LLN I a IF 94109 =.I �- 3) y OL01 T-1y I - M... (SEE SC/CDULE ON 1 s;. .,® DN 914M T ■ SPACER I J M FA O4MM ( _.1t - �A. ^� H E S1R[T 3) _. - „_ Ra,o• INC 'EL Nor.-•t'^'- IMP o1u1 r 0 i PANEL LENGTH - 1 (-,.._, (SEC YCHFOW C I IBOM OAA f.rj 1 _ SEEPANSCHEDLENGTHULE Nn. - `T-' ON $Nfn s) L ( EDUCE rXisisiI EI•<n, ON SHE SEPARA11p1 I I OIA55 LRASB 1 B TO OLA1S. ( SEE 1!1 IC ON SHINY 3) • O ) OF • •%F 1 I �M9A11. �,�' 1 t I 4 Ci01•L ,, .• 1 SPACER I ,j-_. 1 OF 1/2. O.C. ' l H I TAX I 1 Iry- L I11 1 ANY-3a1• t _____ 1 ' I 1 .INTO San ---__ I I CONCRETE 4NCNdR$ !� /"- CONCRETE ANCHOR$ 7 C (SEE SCHEDULE ON �� (SEE SCHEDULE ON I 1 EXISTING POURED .,,�,.,.- � CONCRETE i CA WALL OR SLAB SHEETS 9 THROUGH 10) �• $HEFT$ 9 iMWGH ,0)! , 1g72 1/B• LONG MAX. ALUMINUM S;;// S/4' O.C. FOR JECDCvAK) REOVRED - (ALT. CONDITION) - SPACERS O 6 7N' [EXISIING POURED CONCRET[ ALL DES" LOADS AND PANEL CR CONCRETE BLOCK EXISTING PORRED CONCRFTF K.ENCT/K PER SMFCT 3. CONCRETE ANCHORS OR CONCRETE BLOCK REOUKR[D. /• MIX, LONG ALUMINUM SPACERS • RCOUnREG (SEE SCHEDULE _ LD_ - _ SI I/2. O.C. (SEE TABLE 11 ON G SHEETS B THROUGH 10) 9NEEI5 B M ICJ WALL_SECTION 4 MOUNTING/DIRE���SPACERS�QRR SCAN 3/6-1- SOME 3/6-,- SCALE 3/8.I' I N,1\11111�11 NIT ",,F A.� •Eery' ,P..1l.•...''.,�(/l'vI. P ✓ �,:''�\GENSF' -,9 FLORIDA BUILDING CODE (Non HI h Velocity HUT Icon* Ion• . 0. 44161 i °IO'° 10.c0D "c 24 GAGE GALVANIZED STEEL STORY PANEL rA * * : * - /- D1H1A1 FI N2TL.FD$..CQMINNSTJON-QF SECTIONS F I ' IL E C O AND, E.D. -EDGE 0157ANCE STATE o s _ ;,:-- , / GLOBAL PROTECTION PRODUCTS, LLC. °'�'D,I".p7e (SET SCHEDUFT ON TOP AE BOTTOM MOUNTINGS CAN BE U F( P :' +Ron sr S, STr4r1 �• DRID 11W1.1 !r-& NG ANY WINE n 137,1 TO SUIT ANY -- 'f�\1�+�re.� r wN •,.ma n am 20-175 SHEETS 9 h 10) COMBINED IN ANY WAY (L' - LI.N I�.I F.' (OW .11-TAN A.ICAG (N•N69-7•N5 A� (mW)mmI .I EWE •-,•,- ���`A7 INSTALLATION. +. /p YI♦ M Do%" IS! AA ".-Om". -OOp , L��- II/IIIIIMI /SONNRE/D/.R .M,G A IIIN 3•„ PL "� MLE7 D O 1e INSTALLATION DETAILS FOR SERIES 2000 & 1000 INTO EXISTING WOOD STRUCTURES E-Z HANG STORM PANEL C1� ------------ 1/4Y W SMWS a 9' O.C. W/ - 1/4-6 LAG 10"S a I- D.C. W/ 1 1/2' N. n 00KAO D rEN[TRITnGN ro OGSrNG WOOD HEAM. ,- �• - (3) M.. 2'..• wo X` lOvmO FLAT 1/.'. LAS suit" • A- O.0 W/ 1 1/2' Nn YMNW E1 PEIEIIATM3N 0 RAT rK1 ON EDGE D HMIIRpgN 11 ro EPRRM WOOD H VIDe11. l C.n1. 1a, 1' L.Y.Y. rolIW. Wow HEADER l 4 DaNL /,4e1• r.As. 11 I J S EA 010 Or 1�//r I ® / ` • �4Y- .' M 6 coat W/ T q/e Y 3Wwle 0 FA 00 Of m ,4 1 I -1 5 p I t4 3/.• - Y- \ // 20. 1Wa if X 4Y LAG SOWWS W 5' .C../ , P /Y I/n iIYrARO ENL'TA41X7N HAP W 2_ c C /A LWIA 11Mt• SY.l.1 TWO •N a I Ip / ,'4 T (7Q 010/H 1/7• A �." 1. --� - _ ' ` ?' HFAA M3f. AY/ 1 e•.•)/JT' -�! . Tp oIDTI16 .RNoO SEKt[N. J i __ NOR IA BLOW _ - - � 4D (To) (SEA RNA. 1/3. • = J/tr AANn. POP IAMI ,1ppp HI[� _.I • NMNWIOFH OF EKM I 4 Corl 1.,,t• S.4 s - • FA ENO D ® i 1'.. ! �. T-! RSA!$ u •• T'_ 1 WWpppppp HEADfN 1 RCOUWRb i 1 I ^ 7 CWR 1 NStE IOTE MYLL 1//2snow). A, ( 5 J I I T - 1 2 0/16• Nn. I SCPAMTXM I 1/'•..I27�D/,J/" f; fO CAWS. I •1NG YNVI AA.I/32 Y MW OKNM LT 1 2 a/le- Yin. I / - - SEPARATION AI.S.•W y0•l/.' To LS/S5. I 7/e•«N/3U��Jr' i� I 1110",WE."', C: ,/1•.-INNS/.' Y/6SCAfllJ/M'�IIWN/fir WIYO NJI • 12' O.0 ` - _� I '-•ill .COO NEARER NDurm _ _ - ] 1n• NM TIOW- 2-1 L^ . _- � I 1 2 9/167 Yn $/.E•.._[My,3/.• L-� -,, lr 10­10w dpq I 1/4-w_MT' ,y 1N,_.SCJIEW_,J A f" I I I g] I TAD Gr�LALS M)/N8p-N,IJ/ wIN9 =0 A I EVERY OVOLEI RIM § : - - -- -] I r $ N I - �� J II y� S (' Rrt + + 3 r I it`1H I QQ 3 Conf I q . T B 1/1'P-2;OO1I77//44• r!. w F/rW►V71' gy M !! , �G i 1 I I ii `. - -, 6 1' 11 ---- • 1r oc I f I t �4' M. / I 11 p \ I 1A'PANCIAW, 6 11 7/Y. i•__..-... it 1 9_ 01�1]}[{04 NU( %J15 9'/ V\ I 7/6' Mn AMERCED f°"I .__I__ yq t1 -t 7/4;/-RE'y1S/4' �A IIN� LwLa Am IA WLON) - PERFRAr10N• t2 i/Y O.0 - -', 8 I CLEAN- Ye N! I L OR 1 �,, 1)!0 1• {gI ��'/'12"`U::,=1`11�� • N Of PATE AT ON "o PAMLIMTE PLUKO, -..RAW" jsL2TE�ACWIwO) MTORONEOOE /.' I l .-2O,IwSM[G.• nRA LIN {5!A NOK IA EELOw) IA •BWW}J L...._...�.�j,.1 h �n i •'.'•�7•/•' f•S W/ 7/WNJ/32• � i�PENEIVATILN a T7 • 1 A I - MV1 1Y O.0 Nn. ( YH' 'MT°OR 11 - ` /.•. l/F. SORES e r 0[ W/ ,. ANY LAG Sf3E1.) • 9' OC. Wl , 1/7' A1N 11AEA(Ep PEK7RAi0N () Y, '-. //2' MIA TT PLATE PENETRATION k MOWImOF WALL MOUNTING ON EW.mn ALTERNATIYE 2"W ! j . �} I lE WEOAWm _ Mn SEA+• WOOD wm o �T an ON IMF TIYE�1 'W :GALE 1/4.,.. . ` 1 I PLATE IIEOVI 9AT ALTERNAI� SGME 1/4'-1' _ _ _ FLOOR TO - GE1t1NG MOUNTING - R tm� I INSTALLATIONS ARE PAY ALSO FOR DURDWA WITH A,SD. CNPON LOADS UP TO +M.D, -75,3 00 AND PANEL'S LENGTH UP TO 3'-SO' - INSTALLATION o[ _ 11„NH1wuuIi7f, LTLBNATIYE S'•W A. Tr-C/l ALTERNATIVE 4"W S(:/J.f +/•'-I' 2 FOR NEW WOOD FAAK CONSTRUCTION, WOOD 11EMSOM TO IN SLA;Ir TPN PANE No 2. IY/ SMIFIC OUGM OF 0.56 OIL FOUAL ? �Ep '�{,,SCANC GENS •• ✓9 1/4'-I• `a`yslt;••'' ' - V E •' Y FLORIDA BUILDING CODE (High VelocityHUT tons Zone) NLIIE-)F+' - i No. 4 - r ..aRCD. IN uF sPEcmG1p� AIa RFOU.EAw705 FOR RISE a OP BAN IAfY Ar TOP AS . = * : : * . 20 GAGE GALVANIZED STEEL STORM PANEL OMAN,BL,,, 11As PArat (SJ eoHKeroN ro 7R.ers N`d pe(T Al Iw`% BLsfe G, 'SEA Olt TAMP SEDRs MTALUTIOH M( Or 4ADT ]7 wMLwm tlr nr - ". N'. STAT OF �_ A . i_.�--� -- -U.C.I-.--- to/2eNWAw . AN,WA­ FA N-- QNO..•-I.M .. • LMI -.NMI WAN fUrt JM' MWALLARDI. NDIE WALK: 1/.' 1' AA4YI11 INCITE' 5P41IFA TRA[Y5 NOT SiNVM ihA I LnM1, PEE 1[ALA9r-,UKR11R' G-pnAU, . PN.1TR A lllllA lr„ PL w f-1 - / ♦I 7 SAW M or H PANELS IN `TALLATION INTO POURED C0I4CRETEA CONCRETE BLOCK_ -Jk= (t) SINGLE mwrE C� TmRESTRAI)IED SINGE[ PANrt <ul ercTRALMrD AT LACK AT iQP OR BOTTAM END WRH TRACKS [3 - (4` " h C2 O$ D.M..O. O. 11111114 TRACKS L'i) OR(A't R DIRECT MOUNTED AT__jw,N ENW ��'. MAXIMUM ® ® ON, ll; PANEL LENGTH "L+" OR 'L-" (ft.) 0 WAX*" AST. CONCRETE AI *DOD DESIGN PRESSURE RATIO INSTALLATIONS t (P...0 I+ or -) + . C-_ no 01-01 I2'-O' ISO 12•-0' Tr-{ Jac tl'-r ro•-r J" N0=101 ro'-01 40t0 W.-I. r-4• Sao {=r• r-4• In{ r-r r-r. 400 G,'. r-r Me S'-r r-4• ___ Tao 7•-r r-r 710 r-r 0'-10' 4WD r--S r-r Eno r-0' "a Bad r-B• e'-r ALSO {•-0• 61-0' FORD III a•-n• FORD 0,-3• r-r IPr ad - 1-7• I nEo ILA MAXIMUM PANEL LENGTH "L+" OR "L-' (ff.) D MAXIMUM AS.O. DESIGN CONCRETE A AYDOCX PRESSURE RATING MNSyTALIATIONS I (P..1) 1+ - -) - Le, I.. L- xo N'.I'I r3'-0• ILO 12'-10, Nr.r RL/ tf•-r ID=r 310 IW-II' {•-0' 440 101-01 91-21 ILO III 6'-r Sao s'-r r'-1• S" r-.r 7 v Sao 4•-0• r-6- 616.0 r-r• 11-1. n0 r..S• III 750 71-21 01-0' SAB P-O* rA4• L9,0 7-e $'-r !L0 0'-11 0'-r !ao r-r s'-Ir Too.* 1-3• 1^^r__ 10G.0 r-3' 51-4' 110.0 - 1'-I• rraD - 4•-ro' ner f -e' MAXIMUM PANEL LENGTH "L+" OR "L-' (ff.) D MAXIMUM AS.O. DESIGN CONCRETE A AYDOCX PRESSURE RATING MNSyTALIATIONS I (P..1) 1+ - -) - Le, I.. L- xo N'.I'I r3'-0• ILO 12'-10, Nr.r RL/ tf•-r ID=r 310 IW-II' {•-0' 440 101-01 91-21 ILO III 6'-r Sao s'-r r'-1• S" r-.r 7 v Sao 4•-0• r-6- 616.0 r-r• 11-1. n0 r..S• III 750 71-21 01-0' SAB P-O* rA4• L9,0 7-e $'-r !L0 0'-11 0'-r !ao r-r s'-Ir Too.* 1-3• 1^^r__ 10G.0 r-3' 51-4' 110.0 - 1'-I• rraD - 4•-ro' ner f -e' MMWAIM SfPARATON TO DIM SCHEDULE MAXIMUM ANEL LENGTH MIND S►M 4 170 m n I WIND SPEED > 170 m.P.n ('n) UNRESTIIAV/ED RESfRNME�IMIESTTWHED _ RFSIRNNCD 30 OR LESS 1• '. r' 6 1/4• )33 TO 00 T. 1• 7 1/Y 7 1/2- >90 To 145 1• 1' 7 1/r 7 1/2• )T401D I' - 1' - 7 1/2• MINI YIn_PAKEL TEMP I'�Q!„TOM T MICK GLOtUIDi DIRECT MOUNT T' HEADER •U• HEADER 1.8�S• STUD -r- TRACK rAl10Lt W - mwvzt YIXAYf 4r• 1. 3Y 35• 6r W. 1. 4 IAIKKI.6• STUD ANGLE 3W 1.1. 32• 42. 38' 38' 3 'r TRACK S6' 32• 3r 4Y 61' GO• rr I Sr 32• 1. M. wSr' w Sr 32' 32` 3r 60' SA' SO' WOOD ANCHORS _ TSEE SCHEDULE ON SHEET I1) ( II / �'� Wool) ANCHORS (SFr SCHEDULE ON 1/4' Starr It) 1`1 MAX /2' 1 Ili --`--T-- I WOOD HFADI I I REQUIRED 1 I I Mn. I I � ..A 1 I SEPARATION I 1 •L' MAX TO GLASS. I PANFI_ ILNGIII r(� 1 (S'EE SCHEDUIF ON SHEET 3) U (SEC SCw WLE I ON SHCEI 3) YK I I/Ati-2aI• 1 I I I (Ur MDR - u 7- N a.') EXISTING GLASS I 11DO GLASS 2/4 UK ACHM (SCE Somem E ON SHMM 6. 10 ail) - O 1/4, 3/4, 4/5, 5/1 & 6/5 I W/6. 2W/6, 3W/7 k 4W/7 O R -i-T-r-r-i- T-r-I-T Ill 1.1_1.1,�1 fr'L1L_L1_l_1,�L111 _ills M A 1 _ - - - - -IV T I � H ]UNBOLTED - - - PANELS BOlim PANE1d IT 1 4B-zoAl' (SU As S, M•5. BOLT r/ ISEA W{LA RP (SIDE 11IMMON5 A9 Al PLUCABLE) - I I i . _ . _l _L.l_1. I -I J j _ _ C V/ O - If - [ - fli r sOr®.. 3 VAX � _. 'r MAX V `._.1- YIN I 2/4 1/4, 3/4, 4/5, 5/5 Ht 6/5 ,• LAIN IW/6, 2W/6, 3W/7 R 4W/7 -- - -- - - ANCHORS (SEE SCHEDULE ON SHEETS 0, 10 mil) - REGULAR STORM PANEL (1) ELEVATION 2-687' N.T.S. 1.s Ir (MAN. OIERIL P -1 1 HOU WBLEY) _ M'"' `AP I SECTION A -A I �j N T.S. NdTM (1) L+: ASAANLU ALLOWABLE PANEL LENGTH FOR A GNTII POSITIVE AST- DESIGN LOIN. MAX ALLOWABLE PAWL LEM" FOR A GRIN WVITNE ASIN .O. DESIGN LOAD (2) PROCEDURE TO DLTWrW MAXIMUM PANEL LENGTH: OMEN A POSITIVE AS.D. DESIGN LOAD, OETFARNC AAXINUY PANEL UDIM •L.' FROM SCALALL GRIN A NEGATIVE ASo. DESIGN LOAD DETERMINE MAAIMUM PANQ LENGTH %L FROM SCHEME FINAL MAXIMUM ALLOWABLE PAWL LENGTH IS EOUAL 10 THE MNUUM OETER4RRD PANEL LENGTH BETWEEN 1.• Am 1-•. (3) SCE SCHEDULE Snow FOR MIN PANEL LEROIK fOR POROSITY OUAIFTCATON. I NSTALATXXNS INTO 'WOOD ARE LAIfiED TO , 95 PAf MAY 0, SO DESIGN PRESSURE RAIFW- U1 A$.Cr N S ,- 10 ! 11 FOR YAM A.50 DESIGN LADS Y MAX PAND LENGTHS FOR �_ A T tBNEN S.ACEA 60Q is USED * •) �1•, �iA••, -sSg '' F,' / 0. 44167 ' `= 4 TATE Oc ` �' Tra _ RID \a -,-,i/i.,... 0 A .' N4 / // -- A • .. 6 F � �' ,IIIIH51Eet DNNAL/MR opw `K`T=.'° -- - I L E C O INc \ RLL-f ;TSP- �-!-.&w`unw c&F"-FAr ... Prl'M` IA1r. `H,.A �'_ ;,FPY G-000., 1f ML1L1,-A 111I A,.. PL 24 GAGE GALVANIZED STEEL STORM PANEL G.,M •I �� PROTECTION PRODUCTS, LJ.C. ARM ee 51 LTRm oWci1.'-"'( P aA (w)r-7w r a Ae.Hn-6m IR7/nw DATE 20-175 M.Hes w flQl ) D N _ _ IF .....-.1.. 1 1 - -I ON SHE * o NAP qn e A ,/e cc ED OEA _. _�- MHO SEPARATION TO GLASS ---_. (SEE SCHEDULE ON SHEET I i 'L* uAx. PANCL LENGTH (SET SCHEDULF - I ON r-HEEt 3) 1 I , I I _ . .._. �_ - 1 ' I� K ° 2 I i ;Dx I I 0 t2 1/2` O.C. I I .. Or L cO - 1 F, 1 1 1 EIO 1 1 I. _ I I w00D ANCHORS 1 - 'L{�j..- STAGGERED W/ STUD EI I - '- - I (SEE SCHEDULE ON S1 Y SHEET II) 2`.4' WOOD 1 -O *mm -1 I PLATE REQUIRE WOOD uNHORS 1 r +PH >T 3 WI E Tn aAS4 ITOICR 1' 1 PLAT. 1000 REQU ` 1 �'�� W/ SEtID IOpNN 91B[T 3 ANY BL AmUC6 Io 1/.' u PLATE REWIRED :..� I 1 (SEE SCHEDULE ON IDIO A, M rounwrNo cGNon,Dn APT it SHEET I1) OOYPLEO wW, ,•"1 (1) Al �GCT� IHKSSLNL Do MnwAr stm, .ANTI ,r,tcn, D WALL MOUNTING /DIRECT MOiM WALL. MOUNIlNS7 IS) xmm PANEL I mt-Fro, w o aY ALTERNATIVE 2W ALIE Vf 1 w sea AN EXISTING wo0o H.w WALL 1 5ULL 3/B-1' ',-IF 3/r,... --- (a) 0N11A,LAHON ML1I O KI FDA "No 201ES 2 • l ra Am [ _---� `LAIN 11 Mi..H'*r ft", EX40 1. A1N•I1 fA - -- --- : �1E ......,((/l HQIiS v �P ''VCEN : /p NOTE EDR COMBRIA1jQR-oFSEC.TIRN5 1 INSTALLATION ARE ONLY VALID FOR MAX. AS.0, - NO. 4416I 'E DESIGN PRESSURE RATING (p.E.I) AND PANEL LENGTHS a It TOP DIE BOTTOM MOUNTNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = '- STATE OF - �_ AN COMBINED IN Y WAY TO SUIT ANY ALTERNATE 2W') ? -0'- .,,,_ :'.•-,•--,, INSTALLATION. 11 .. F(ORIO , ___- 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Cv'E4P T MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S/ DENSITY OF 0.55 OR EOUAL rNNMRRwMi. n mILAI-t[ • 1MIN •IR Tom-) 1' MO. -- --" I PAWL LEW I (SEE SCHM .-,� -. __ ON S;HICT l -__ - - , , SPACER LENGTH I MAX I 1 ----- , I I I---L---' ®1 A„ SE. LOW ALUMINUM SPACERS 0 12 ' OG. (SEE TABLE 11 ON SMELT 11.) SEE NOTE - BELOW FOR LIMITATIONS FOR I I/Y LONG SEEMS. -PANEL MATE FEMALE ID OR PANEL RATE PLUS (SEE SCHEDULE ON SHEET 11) 2`.4• WOOD PLATE REWIRED DIRECT MOUNT W/ SPACER 0 ALTERNATIVE 2W' SCALE 3/11.,- SEF TABLE It ON SHEET 11 FOR MAX. PANEL LENGTHS Ar MAT(. A .D DESIGN LOADS FOR THIS INSTALLATION, ** III=. ­­ -­-] vA M MIT K 1 I/Y LONG P: I,) NWNUIION B Learn; TO A DA row, e1A zotaJ ,An. 15' o' INA III A" NOpn (MID N A P99TIWDnON FROM AT 6)um woo 01AWOIn.Y NMGTm ON *w I:). U) ANCNm oXWG THIL, CoMIDNEYt IN PAL. WR FDML N ON P."a NAR nUST 9NNL K vA= AIMIMAA ., D I/a• OC. (HMS I A ATYTfA HIOU f2 1/2' O,C. WA0N6 ALIMED ON THm D) (3) MAX 24 G•ol tVNL LENGTH 6 LAN1(O TO M- AI ANY OPLINNG ((111M166 D A ROtMCIIDI FROM FARGEN NAIL ISNCIH A ALU)WU` ON 9cK/OAL swntT "). (.) 1 1/2' LONG 3PAL[R COPIOOW I9A SHALL N AS PH01Gm DN F /NET Z. OFTALLAT1pN OF 11/7• LIXIG SNICER M XI DAY ,AA)" PANG �1. 2 AND 3 Af nrITANO, w �T-1fII STANWItO AND •K-3020 (7U fIRF10N) or THErLAIOA� -Im wj� L•aa FLORIDA BUILDING CODE Non High Y•loof Nut arm,Zone) 41RON n/lm. wK, 24 GAGE GALVANIZED STEEL STORM PANEL PLAN w'e+. e' TIN E C O INc. GLOBAL PROTECTION PRODUCTS, LLC. M00 L.. 51 5"w Best FL. 31)L. PINK. (W6FMWF-TOIL FALL W.)Nw-rr[7 w'm I r 0,N COMPANY .FT - - r WN .AP.• w4WWR n. AN. nNy.n_11q�­tMNHI-,AI 2D- 17S r.w aW.'719 TWAWWI w -.w.,Ar w NWAWWN NW[ _ N0/ W D to wAllN' A ""' A.. PJ RM U nA1 Wl FeR .A• MT retvr L r_z Ewa c,Y,WM PAI•rlA'f (U IQ..,L31STmrLBQQ0._UABL SPEGIEIG..OB8VR7__i_D.55_19N., 1. STORM PARR SIAWN ON TWS PRODUCT EVALUANLN DOCUMENT (PE 0.) HU$ BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE - 1/4•I IAPCON ANCHORS, AS MANUFACTURED BY II, W. BUILOU INC WIN THE 2020 (7th ECTION) Or INC FLORIDA BUILDING CODE THIS SIDRM PANEL SMALL NOT TIE INSTALLED AT RICH - 014-10 PA14CLMAIE FEMALE 10 AND PAN[LMATE PLUS ANCHORS, AS MANUFACIUREU ETr ELCO CONSTRUCTION PRODUCTS. --I- RURRICANL ZONES (YWLI-DADE / BROWARD COUNTIES). - 1/4-0 LAG SCREWS PER NOS DESICN WIND LOADS SHLAIL K DETERMMEO A. PER SECTION 1609 Or 'HE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/IrI . 5/5' WOOD EFUSWNC. AS DNSTRIB'URD BY ALL POINT SCREW, SALT A SPECIALTY CO T FOR A F Y T 1 WHF STORM PANEL WILL BE N5 1 AND 0 DNSC110/IWtt ACTOR SPEED AS RCD B JVRISDIC ION Rf Al1E . RENG H [ ILD.O.BS, 115MG ASC:E 7-16 ANU SIILLI NO [XCEED ME MAXIMUM (ASO) bC51GN PRESSURE RATINGS IIOICA7'ED ON SHEETS CT) WNINUY TMRfADm PENETRATION WrG IY000 UN 1APCDN ANCHORS SHALL BE /7 AND 2 OR ELCO PANEUMif Ru5 3. 9 THRU 12 a 17, 16 AND PANEUM�E FEMALE R) P 7-I T A TM T ULTIMATE WINO LOADS DETERMINED PER ASCE r SINML BE i M T ARV F ABOVE GONM ON TE DESIGN! ORDER 0 VE REDUCED A5 D DESIGN PRESSURE RATING BY 8r 0-6 M ORDER TO COMPARE THESE W/ MAX (KSC;) C lj MINIMUM THREADED PENETRATION OI LAC XR[W. O TMEADEU THE WOOD FRAME UNIT THREE BC , 1ETR AS I RATINGS INDrCAtCD lyl SINFtS 3, 9 if/RU 12 ! 17, 10 PENETRATION INTO StUtCO S/HAl BE CONSIDERED 45 PART Of ME ACQUIRED TI.READFD PENETRATION I MSICN PRESSURE3, 9 THRU 2 & E I IN ORDER TO VERIFY THAT ANC14ORS ON THIS PC . AS TESTED WERE NOT OVER STRESSED, A 331 INCREASE IN ALLOWABLE STRES; ron MIND LOADS WAS WE USED M THEIR ANALYSIS, FASTENERS SPACING r0 WOOD HAS SELH OCTrRMMCD IN C, 3) MINIMUM EDGE LASTANCF OF LAC SCAICAS, INTO WOOD SMALL BE AS INDICATED M THIS DRAWING ACCORDANCE WITH N.D.S. 20te STORM PANG.'% ADEQUACY r012 IMPACT AND WIND RMSTANC( HAS BEVY VERIFIED M ACCORDANCE WITH SECTION 1TA9.1 : Of C.4) MINIMUM PENETRATION OF WOW WSRNNO SMALL BE 5/8- 7/4- 0- 20 SCREWS USED SMALL BE , 1/2- LONG MIN4UM INC ABOVE MENTIONED CODE AS PER AA/ERICAN TIESW OF SOUTH FLORIDA tIEPOr(15 1081401-01 AND 1021902-09. AS SHOULD STUCCOE%M. AND t' ADMIWM FOR WALLS WITH IA STUCCO PER SSTD 12-99 k ASTM C 330-02 STANDARDS. MO AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11123.01-10 AS PER IAS-201 AND TA5-20 PROTOCOLS. AMC AS PER CALCULATIONS PERFORMED UN 4CORDANCE W/ SECTION 1604 OF THE CS) M CAST nAf STONE. OP PRECAST14To CONCRETE PANELS, OR HIND BOARDS K r01MD ON THE LX151INC RLACIU $AREA O LONG ENOUGH REACH THE MAIN STRI1CfVR[ BEHIND SUCH PANELS SHALI1 FLORIDA BUILDING CODE WALL- ANCHORSSHALL ANCMOMGE SHAL BE A5 MENTIONED INC 1), C 2) L t.a) 1 2. ALL ALUMINUM EXTRUSIONS '10 BE $063-75 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEC SHIM 2 (0) ANCHORS SHALL Is INSIAL.L.fD FOLLOWING ALL Of THE RECOMMENEIATION$ AND 5P1ZWK:ATIONS LAN IN( ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CIOSURL:S SHALL HAVE 3105-1114 ALLOY B PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THRWGN 6 (SHEETS 4 4. ALL STEEL SHEET METAL. PANELS $HILL HAVE STRUCTURAL QUALITY STEEL. ASIR A -OW GRACE, 80 LIMIMUM, G-00 GALVANIZED THROUGH 5) EXCEPT THAT PLAOI 40 SMALL NOT BE USED, 11EE1 DESIGNATION W/FY- 92 2 Awl (ALTER ROLLED) V I SHALL 0E THE RESPONSBIUTY Of THE CONTACTOR TO VCRNY THC SOUNDNESS Or THE STRUCTURE WHERE SHUF'IER IS TO BE 5. ALL SCREW$ 1O BE STAINLESS SHEET. 30a OR 316 ANSI SERFS OR CORROSION RIEWANT COATED CARBON STEEL AS PER DM ATTACNLU TD M$URf PROPER ANCI.ORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME EAIIIDINCS Bo0/0 V/ 7D 9rN t1FAD St1RP1GT11 WINO Ba A.I TENSILE bTACNGTH AIro S/CALL COLLRY W/ r1.pRIW bUN.01NG CE1L'L SECTION 2411.3J.4. IC rx( H H:GLAAR StDRM PANCI WTn. LENGTHS OVER 90'. AS PER SECTIONS 1. 7. a, 5. 6 AND ALTL7NATIVES IMP, 3w • 4W ON SHEETS ., 5, D A NE 7 RESPECTLY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MAPPING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ATM A- 107 GALVANIZED YIUL. OR AI51 304 SERIES %1AINLE55 STEEL. WITH 36 kei FMINIMUN YIELD STRENGTH SLCLINE PANELS WIH APPLICABLE RENr0RCEMCNT DURING PfR10DS OF HURRICANE WARNING I ANCHOR'S 10 WALL SWILL BE AS FOLLOWS It THE INSfAUATICN CONTRACTOR IS TO SEX/CMAX ALI. SHUTTER COMPONENT (DOTS WHICH REMAIN IN CUWINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAM INTRUSION (A) MJAW &-e2U=LQ .{C+BGTL - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ON BUILDEX, INC (WTI H'c-3192 P R, ) 12 STORM PANEL INSTALLATION SHALL. COMPLY WITH SPECS INDICATED M THIS WANING PLUS ANY BUILDING AND ZONING RECUU)tONS - 1/1' P w 7/0' CALK -IN ANCHORS, AS MANUFACTURED By pEWALf INC PROVIDED DED BI 1NCJIA$OIC ION WHERE IS APTUED TO - w 300 SOLID -SET ANCHORS, AS tl151RI81lIEC BY ALA POINT SCRf W, BOLT R SPECIMTY CO 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P EO ) PRE►ARTD BI THIS CNGINECR a GCNERIC AMC DOES NO• PROVIDE INFORMATION (MI, (WTI. 0 PANEL ATE FOR A STE SPECIFIC PROJECT. ,.0 WHERE THE SIE CONDITIONS DEVIATE FROM THE A I 0 - 114-10 PANELAATE FEMALE IO ! PANCLNATE PLUS ANCHORS. AS YANUFACIURCO By ElCO CONSTRUCTION PNpOl1CIs I - 1/4'e ZAMAC /AKIN ANCHOR$, AS MANUFACTURED 0Y DEWK1. INC (D) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE. AND INSTALLATION INCLUDING Orr SAFETY Or THIS PRODUCT (A T45 PE.D HIF/SAE DOER NOT DEVIATE (ROM THE CONDITIONS DEFACED ON THIS DOCUMENT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR ELCO PANELWTE AND CONSTRUCTION QEBASED TY AT SITE 1$THE CONTRACTOR'S RC5PON51BILfM1 , 3/4- FOR 7AAAAC NNLIN ANCHORS. (c) IMIS PRODUCT EVALUATION DOCUMENT WILL 0E CONSIDERED MVAUD IF MODIFIED A21 CAP - IN a SOLID -SEA ANCHORS SHAL % EMBEDDED 1/6• INTO THE POURED CONCRETE. NO EMBEDMENT INTO SIUCCO SI(AL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL W 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECNIC PROLO IECTS SHALL BE PREPARED BY A FRIOA REGISTERED EN(RNEkR OR ARCHITECT WHICH WILL BECOME DIE AND I • MINIMUM FOR WALLS WITH NO STUCCO. AND MAY OF HEADED SCAMS OR ALL THAWED SCREWS W/O HEAD, ENGINEER a RECORD (E O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR IRE BUt WITH WING NUTS PROPER USE OF THE P E.0 OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O ENGINEER. •' 41 SUBMIT TO THIS LATTER THE TTE SPECIFIC DRAWINGS FOR PLY" A 3) M CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARD$ IE FOUND ON THE EXISTING WALL 08 fLOOR, ANCHORS SFWI- BE LONG ENOUGH TO REACH THE ARAM STRUCTURE a}INO SucM PANELS W THIS P.E.O. SMALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROX-0510NN ANCHORAGE SHALL BE AS MENTFUNEU M AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT (a) LO LOfISTINQ SQhVfi 960%t Xf1L A50L_G_29" Ia SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEI IN ACCORDANCE WITH SECTION 17091.2 Or FLORIDA BUILDING 000C, ONC LABEL - 1/4- • TAMON ANCHORS AS MANUFACTURED BY I 1 W BVIUIE:X. INC. SHALL BE VIED FDA EVERY OPENING LABELING TO COMPLY WITH SECTION 170213 Or HE - 1/4' • . 7/6' CALK-M ANCHORS. AS MANUFACNREC BY "ALI. INC FLORIDA BUILDING CODE - 1/4-w X 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SP:CMCTY CO - 114• 10 PAMELWTE FEMALE 10 AND PANCIMATE RIMS MICHORS. AS MANUFACTURED By [LCO CONSTRUCTION PROu�111EH1 - 1/4• a ZAMAC NAIIN ANCHORS. AS MANUFACTURED BY DEWAO. INC' 0S%: ___ A. TI ��\;...1•.....% b l) MNMU„A [MBEOATFNt OF TAPCON ANL'110R5. ELCO PAWLMAfCS AND ZAMAC NALIN ANCHOP, INTO FINE , GEN '':��+�''� RORIOA BUILDING CODE Non High VelocityN,AnlGone Zon• SLOCA UNIT VIAL BE 1 1/4• ' �rMMLI 9.:1 CALK-W r SOLID-SE7 ANCHORS .$NAL. BE EMBEDDED 7/0' INTO 'H[ CONCRETE BLOCK UNIT NO •11110� % = wMPa iAXo 21 C1Af.£ GALVANIZED STEEL STORM PANEL 0.,A I1., _.. ,- STUCCO SEAL BE PERMITTED. 1/4• III SCAM USED SHALL BE ' •/2• LONG MNIIUM SHOULD Does, * _*-�-, '- mMNNP AMC 1. 1ANIMUM FOR "IS WITH NO STUCCO. y`' � IL EC O GLOBAL PROTECTION PRODUCTS, LLC. STATE •'• �Q1 - INc \ an - n AIOW f • 11 91AIP 8.3) IN CASE THAI MOW SIONIE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR '2DR1 c � 2„ .nL nVITN'orA. E'Ir,..-o'�R.- CORHAAAFT XIV . FL =11 EXISTING WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH IHE MAIN STRUCTURE BEHIND SUCH P st'•..,.-.. 6\ �/ N-;, (.x A*=- IN.rO"I1n_,.N MOAN HSUN.-I1.A EAT: O9gNs-m1 20-175 S/QUIRE � ANCHORAGE SMALL BE AS MENTIONED IN B.,) AND IN 5.2) G-IOIN7r4 s� �"� URA.wN N. WFNIINIIII N -L MALAPPIAIwE/NNc TWLIA A nlFl Ml'E '1' 1'-I- ,Plm , a It ...' _ --.-- _- -..... .. _ ..---_ ---_..-_.. ---- INS ALJ,ATION DETAILS FOR REGULAR PANEL ]) INTO P910M CONCRETE OR CONCRETE BLOCK STRUCTURES Q[�f15T!NG POURED CONCRETE EXISTWO POURED CONCAVE --QA � OtF CONCAM BLOCK CONCAm BLOCK I R10"'PrO REOUMED. CONCRETE ANCHORS CONCRETE ANCHORS EXISTING.,, (SEE SCHEDULE ON -.'- (SEE SCHEDULE ON .. SHEETS 9 THROUGH 10) SHEETS I THROUGH 10) 1 COCRETE OPOURED -..O 2 I ~� CONCRETE eLCgw ,AYE-F°"iH'FAA O _. _I _- 1I {l/4. 1/2- 11 4. REOVIREO _ San 4 1/4' O.0 I MARL_. ... -_.._ CONCRETE ANCHORS •' . _ ! ' I (SEC SCHEDULE ON t 1 LC I E D, I SHEETS 9 THROWN 16) ,. I I I I Ell Ify,.,,AIlp -Cl - 1/1Y-/Harr I - =,IL _- - -- 9ys.•►wBLr�r.�p I N,.. . __ ",__ 1 gj R. \s rr(� M KT. .... -i M.-Odl E D . ,' 1 1 511, G, M)M 73 M. v ANAL SEPARATION 10 C A55 / I 10 M r-n ,T ro GLASS. I M�9A�uw rn I ; i I (SET SCHEDULE E!,:. �.. EbrnNc (SEC SCHEDULE _ 4a.. 11 1 1 I ON 3) 1 I GLASS ON SKIT 3) I PANES LENGT,• p SHUT (IArI, SEPARATION 'L -MOT. , (SEE SCHEID U „ I `l' M.N I I PANEL LENGM I I ON SHEET 3) X I PAM(I. LENGTH I TO CI. AS3. 'T (> SCHEDULE I (SEE CONCRETE ANCHORS I ,A - L I, .A �.. (SEE SCHEDULE ON !MEET 3) SHUTSCHEDULE i. __ _ i (SEE SCAIEDLILE ON 1 II 1 - SHEETS r THROUGH t0A I ­0 y I I , SOR EXIrnM4 I I _; E OF 1• UslS M I 1 ' (a/s$ / lIj dA /s MAx I 501E I I DE t' I 1 E +.2a�1!Q 9wn l LD. :�Ia r .r. cG 7 , i I I E.D.E.D I C,b. I.. C D I 7LT ( 1 I& I CONCRE7TF (AS APRUCJIBLE), OR I 1 / A 1• AIR WA.AM Ht.D CONCRETE ANCHORS I r COf4CRET[ BLOCK ,J 1 �E E l _ _.... (�_ .. -:9 ---f 1 'MIaII' SS .5 ./ wr REDUPED, E (SEE SCHEDULE ON - -'I---- T/1ROUM �. srlFkTs r ,O) .; _ 1- LIA .- • 1t 1n• oc '. W/ a I WHEN SOLID ,, ��;,Drl 1 4 ARE Usm a w/ E w EN POURED --- OR COc ANC OR CONCAELI BLOCK ALTERNATE CONCRETE pQttFSTING POURRm CONCRETE CONCRETE ANCHORS AMC USED. REQUIRED. ALTERNATE ANCHORS D11 CONCAM BLOCK REQUIRED. STAGGERED w/ STUD (SEE SCHEDULE ON (SEE SO UOULF ON SHIFTS 9 THROUGH 10) SHEETS 0 THROUGH 101 BUILD_OUT MOUNTING WALLMOUNIINsT SECTION 2 SECTION 1 SCAS 3/e-•' SCALE 1/6-1• SCALE. 3/8-1' ,NNIh'•IIA1114 ,,,,,,,/ N`�Eff......,1..4/l i ' . \CEN FLORIDA BUILDING CODE (Non High V•Iocll WIN cons Zone i D. 44167 ` nnca 24 GAGE GALVANIZED STEEL STORM PANEL a�'n. *: NOTE FOB_.i3ONB�I (STION OF SECTIONS: 92/f7HL E D. -EDGE DISTANCE = q' -'' I L E C O GLOBAL PROTECTION PRODUCTS, LLC. un STATE OF( INe (SET: SCHEDULE ON TOP M BOTTOM MOUNTINGS CAN BE it � •. ,r -- E[5 A I„rlir I .4FXt 1r. s1 STMEt A" iORIDP' D.w, n v51. SHEETS 9 6 10) COMBINED IN ANY WAY TO SUIT ANY -. . MR.. -I MIr 20_T7S '. `' ... . •''G'\ / '>L✓ .I-. (Awu O +.fib - f� OI-NI, FTUIL TM)M-75.L .AY: t9D•)eM•rf91 ' 1/ INSTALLATION. .r .Arr ORIW.10 w NKr, D G-Wwnu 1//11/11 1 wNTOP A TLR ,✓. PL Y .T-N .A fNQf . M 1e N INSTALLATION DETAILS FOR REGULAR PANEL�j INTO WOOD /r to .'A8• (M-) EXISTING WDDO %-% LOOVIOR BEAM REWIRED. STRUCTURAL ADEQUACY OF EXISTING W000 BEAM TO BE CERnrIIED iN .I REGISTERED ENGINEER pR 0 �i ARCHITECT PRIOR TO SI.-r RN5TALUTgN. / 1' AIONORS ALTERNATE WOOD ANCHOIKy, Len. - ' ' F SCHmtAE ON (SEE SCHEDULE ON I m_ R. UAIm HA SOAL. IN, �;/ IREEi I,) s1NEET I I) ++ F_t ' I : ;; � IOC Na ,/ Yn 1,12• - Ell , I - .j tWOOD HEADED_ _ f / •.-E•1/2- --_.-..� MAX__--____ ___-_� REQUIRED 1 t/+Y-fR.7• EXISTING 1 S) 1 i'__ E.9 ,fM. \ • e 1/4. 0 c ODA6$ 1 j 4 I I I 11000 ANCHORS -- 1 I (SEE SCHCOVLE ON I,In, I MAN , SHEET 11) �C?ARAnON ,O I (i) ® I 1 GLASS (3FF I I I SCHEDULE 1 •/.Y-AN,' 1 ON SHEET 3) 1 uSA,e0U9 w j I W. SEPARATION TO LASS. , •E• MAX. /PR.iOt' _ 1'RTL SCMEDIAE ON SMELT 7) DA eag0H9/•j1,Q0 PANEL LENGTH L"- .-♦. I ROT - Amer. ♦ AA J 1 URT. O,V 7aTMAX 4 .. _ A' + I- PANEL LENGTH [ MAN,XO .n ON SHw 3) (SEE SC I_ f ' HT 3) _ --_ I 1 _ ON SHUT 3) _ I 1�_ I I.. OF 'L [ o I Kr %, : r-. I I , - -® MAK - I _._. _1_ `_� 0 12 t/2' O.C. r _ I1 1 ro 1/Y AL.NU�TY�1�.2IrF' NO FINISH- I OQOOr i -"__.-_-_-_L-_ t E, t �� " -_ /e"T uLOWED 1 `I j Ye• wdo0 I I' -+ -- r.. w➢oD Purr _ -_ N IEOLARED RCOUIRLD 1 WOOD ANCHORS wow ANCHORS +j1.`.� II 11 (SEE SCHCNILE ON I SHEET II) (SEESCHEDULE ON. i--.--J-.�•.- 3 4•-- ^y i ` L � 4. D FLO BUILD -OUT MOUNTING ALTERNATIYE 4W scM 3/R-1• 1....... SpRF 3,1e- ' R �6+"11E1,111•.1HUn .:-T1�z 3P�.oCENSe'... -, - No. hIO1L FOft CQmRmDQN BF SEG.t•)gHS; c ' c FLORIDA BUILDING CODE Non High VelocityHUT cars, Zone * 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S G * - Nr 24 GAGE GALVANIZED STEEL STORM PANEL . D 8, TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS q STATE OF • �' PO COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 • ` ./, _ INSTA UTION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �` (D - m/tr/IDIN MEMBERS TO 9E SOUTHERN PINE No 2, W/ SPECIFIC F '. :! IL E C O NNE GLOBAL PROTECTION PRODUCTS. LAC. nFL /ONAL.. .e9D Lw, Dl sww DENSITY OF 0.35 OR EOUAL. '• , U ,' ..,. - nuI T INo COMANv GPI[. P. wM "Alf 1I s •wUw. A n.r NIIn11 1NA _ , -0 20-175 .1-. FRANCA -=�MArX.FI-IAH PHONE,(W)M-r5.1. FAX ")I"-1H7 oA-Daorrn Nr Y<- Ar DRAWINGw 11 VA11-N•11RULMTL ..LTG A T1WT W.,N1Il PC YQt I or 14 -4--' N N r- 1- C6 N U I_ 3_ = O -0 1, (a)Q cu -0 n Ey) -4- C-.-.�7 I--- CO -.-•. () J -0 U )z U) /� y1 O I_ (D /= O LL- _- �J IIT�ITJ �FO� 1 Vl m z W J C .x f= to , W v �5 L- m Cn3. .0 eV m i 4 N A �a a E E ,5 16 Ig �qJ ajpQP � d a GA - = .2 ;r, 19 ,�q W.- {i•J7 I (n -,.-r S W W r- ^ v CSSSSSS O L C/) CL 0- (3) A ) C :3 -0 (no 9-- U �r� 1r LILLLILII� V J L. W =5 LLJ G Q z z Q J Cl- -- -- SHEET NO, SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONIC ETE BLOCK OR WOOD STRUCTURES; VALID FOR REGULAR. LIFE SAFETY do E-Z HANG -STORM PANEL (fi SYSTEMS 1 1 �.._ .__.1.-., .O •® OR POLIRm caNFAE1E. 1 I PRIME! 2' N s' a mr Sim N-1• GP Err vAR10 2'.4wow - „m"1 R I OVATO IWgD-n AU Ff COAT, AUAL IIIMi 161E /rP . 1 3/. 1 2 1/2' IAICO/ • IY OC ,. ■OCN 06a__Ii1 'i000 rRM1F'} •OUlnn wNwEIL. 11� /. ANCHOR gT01161D -aXenE mocN GI Alnlol, a 1:• ]•..• •00o FRANC �� G PFLTINT rwea . �� •1/4 OAP A IXrr/... 1 y//r 1 !Y✓cOF ANOfgp I -T 1 iALTER,NIE tiD lOGfaN >` 2' 2' G65' m • O II, D.C. , . . rnAr • r Mla 24 $1< L (1ST ; AlAW.SANCIE Got _JA00. 31D6-H15A SICEI Pau" CONCIEli. CIXNC'NCFE p' 14• r .t26` ,• 1 I.. METAL Aw Ow PLATE 4L001 GA 211•' WOOD IRWF 2 �-Inl♦ -� 2 112' +/4 COW. A AL ON= 4P. ��_-------J A1Ku CAP • Ir" 7c o� c-n .uG. r/0lckwr 1 A,> CASE A (PLAN) CA E B (PLAN) QA5f. QAPI.AN) CEASE-IZ_(P-00 SCALE 1/4-.1- SCA.£ i/••-1• SCALE 1/.--. 1' SF,AlE 1/4-.1" - --V'._.' SOLx)_SFT GR CA.F P {j 1�Eus OR ELCO PANEUMR a a J9 � ACHES CONCRETE. FINALEp AND OFF t.5x POtIRED MrcgElE, � . aF'oPE GFt°wS (SIT s GONE •' 1 iOI.LSm volm.1 © d• ® PANE REQUIRED AS . UC.AAT ,0 ♦ I Q PANELBEYO.. 2..' OVERLAP OPENING WIOIII) POURED CONC.11L C w"OF NOLANED 1 /2y f �• .•ep--r--- •. max OFF >•.•' MD00 IRNw OR® I tYYMEE.® 1 ! \ 1 6E. W/ NtcNOgEn row F& NANUQ PARALLEL m r U.(FAA -% (NEVER Cw OO WORIJ A - L10 WAKE -� -- <> ©e�N.... 1 --- ......NO CASE G (PLAN) M11066.Mow0A••r'([/l''4� SC LE 1/4•.1• werec 3L.• �\GENSf'•�9 �, VALID LATION ONLY 3 CERINSTALLATIONEO PANEINSTALLATIONuWALLS w/t No. 44167 i SURFACE LLVFL VARAIX}NS WITHIN 3/4- i FLORIDA BUILDING CODE Non High Velocity Hurricane Iona CASE E (PLAN) CASE F (PLAN) RO4�. p]RIG nn= NH 24 GAGE GALVANIZED STEEL STORM PANEL r>. F(ORID/': �4" SCALE 1/4'-1' SCALE �. = 1' '•. t7�' • DAw m'. GLOBAL PROTECTION PRODUCTS, LLC. II , ITPW itln R CIM�FQiNLM11PM4,�►.Wi i I�'2/1'I(J n,� BS.MR (rRR tw)w-an> 20-175 .•.. imi n",•ee , 1]w P,-�LI PHIONL F3aMn-TeM, to KNIF "• P.E rN/apWTUHc/wn G-aoo4>n _, -•nIl w 1YAIp A ,. I y P.L W U• -- 1NCN? a 1 E, ate 1/4•. TAPCON ANCHOR O 9, O.C. N N CLASS CASS J INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/.•IF APCON --ASTINF POUREDpEEPOCO CONCRETE BLDCX ANCHOR O q• OC CONCRETE OR CONCRETE BLOCK REOUARED. • REOUaED. `-) V/� 1 IR t/2' 1/4- +/2' '1• MP. PANEL LENGTH (SEE ELEVATION ON w4w 12) L/2 C.omEO C.R,TO CONCRETE REOUNC A/;1I Luoyr OL I"r4 ANCHOR 12 1E/i o5C O GU ELS SEE 9QR ,5 A II FOR Ac-On IYPC A W.Cm 1D11 acrA:AlnNs An ROOD FRUIT BUILDINGS. YMIRL N.C." 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FOR THIN OPERATIH TO ME POSSME, REDUCED SIM,CNO OBTAINED Usm fAC`TP %Nu NOT r LESS THAN MINIMUM SPACING PAYATEO I= FAGH ANCOP TfK ON no scwvLPA ANCHOR TYPE ,ry•. ,Maepa 14y 116►!♦1 1/r4 I/r• r NPUMS _ Ip-. M4H10.4raM 1 aNX-al WNAIIM A/1COR srACe1G M.) 3 ] ] D l ./r 2 ,/l IAIeMYIM WOS W 3 3 ,/r r plefAlp RHy - uv 3 - 3 1/r 1 tm s Us! 3 1/r 4 •• SPACINGS ONLr VPllO Vl11ET'1 SPACER BR IAEED. SEE 7 /1 FOR MAX. A.S,D. DESIGN LOADS A MAX. PANEL WHEN SPACER �i 5E USED. IM LLII a AS COM LOAD MAXIMUM PANEL LENOM 40 PSF OR LESS 6'-8• > 40 PST TO 50 PSF 6'-2- > 50 PSF TO 50 PSF 5,-10, 6 MAX. PANEL LENGTHS ARE ON t�L"Y� VALID FOR 1NSTALlA710N5 W/ SOLID SET ANCHORS AL W/ Q.9 SPACER AT 12 1/2. O.C, :yS�R....... M �:' CEN ''•'� FLORIDA BUILDING CODE Non High Velocity Hurricane Iona • .. * �''. ' '^ V .44167 S IS ?ATE * DRIb►• •' �E•aITU ••r••• •'1, n11Da. w. IL ECOINe. -I-A1i1p1.ww...Riea n u . .... taD rn.m tl or- •CMaeDelle 24 GAGE GALVANIZED STEEL STORM PANEL °RAM F. 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R-1AW/15, R-2AW/15. R-_016. R-TRIM/15, R-26W/16, R-'RIM/i•. -ANCHORS (SCE SECTIONS A ALTERNATIVES ON SHEETS 13. 14, 15 411,1e).._ - _-._..-.r__.__-.__-.. 1/4• IINI. GAP LIFE SAFETY STORM PANEL Cj� ELEVATION (t) <`• SSTORM PANEL (� �M --.� 1YV ty) IR,LrMNNrI /2my, SCALE ` O � � �--,,...rPR---P�raa>:a�Ha�--�---::aa>aa. A.:'_��>a,•a _•HaKrn *`E" 11��::�:_»�._ .. a.,.•-:aF� UFE SAFETY PANEL EXTERIOR �` 1ECTION A -A SCALE 1/4•. 1' * : 14 = -s ;4.•,• Q f kF3Ys/ •ORID�.: �rl�• 41` N ypG - `�! : •�P7 PE. 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LESS THAN sQCArEO AR ON SCHCCAE REDUCE CH OW SPACING - onAAq IInI F��, AMML ®i lei NAM IT, YULTn Y4AC SPACING %FCeH ON SCNTwj BT THE CDILo,•e1G IA4;TORL , ,/!• 01 Fite THIS O"FRAr10N ro el Po"RUL REDUCED SPACING O.A"CD USING ACTOR SMALL Nor WE UmTHAN ONIONY SP.CNO INDICATED FOR EACH ANGOR TYPE ON iHKS BCNIauL %* MAX. _..-_ PAIL LENGTH CIME ELEVATION 1\' am SHEET 12) 1J� • 7 � I, 1/4-0 PANELMATE PLUS ANCHOR O 12 112. O.0 E0+ . a 19 1/9 e.C. rf 1/4.0 TNCON .Y • 1) C. s X� 1/4•0 TAPCON ANCHOR O r O.0 ANCHOR O q• 0 C EXSDIIO POUND CONCRETE OR jQ�g CONCRETE BLOCK REOLURM O REGULAR PANELS O EXISTING POURED CONCRETE OR �CTtON CONCRETE BLOCK REOLWU LIIEMg �PANEL WALL MOUNTINGS .nn. SCALE 3/0-1' PytEIR. A T7(L%le -'.\CEASE•- �y z N0.44167 STATE OF EOR= 'FRuolNua / I.L 9[AL/70NRIIIE/aLR �>t�1��_11���•l:a��y . k Pow,isle] a ume R'Ep0' 24 GAGE GALVANIZED STEEL STORM PANEL IL E� C O Llaa. GLOBAL PROTECTION PRODUCTS, LLC.LIFFIN. .,a oe,eN N ArM .aoa 3R 51 P,RT GY4e. I =I. 20-175 Ia'iN°r: A+) m-,-�-. pe•) m-,u, wra[ (a.lew-TSA, n]: Iq.)4w-eFSt cA-Ktlpnle w rr 4rR 111.•Ir10 Ar WAFER A lw }.. PE nMG4 Lk. 4 M1F, IHIW KLI 1] of Is wow ME -MR I REQUIRED Y CIF IAPCON ANCHOR a 9, 0 F; / V 4) , ` I_, ^01 1 R 1/.Y-Sul• E +E}'�- rtcrA°01oLaRiIP' Exsf II I - a 1 1 'L' MAX r,__-._ ._ e• PANEL LENGTH q (SEE ELEVATION R j 1 ON SNEEI 12) a - _ ii---srpAEUI;oN i 1 - 11 • o1AS1. e' I E0. ( PLAT•PLATE , • ) PNIF.IWTE PLUS I r. 1 1 -1/4-0 ANCHOR O +2 1/2' O.0 tip ✓y4. 4 . VGENstc'' ., . No. 44167 '_ FLORIDA BUILDING CODE (Non High Velocity Nurrtcone Zone * : i L fir' 4 STATE OF :,CC = 'to Rt�t�}�" •� 6 P2om 11nm. +c , i IL LIE =" a ENoellUneM COWPAMY fNPRNpI'.u~,APRNN I aHe qI P,..P.4 G-0 L ur, /FLOCK A , 0 A., PL FLOPMA 1> 24 GAGE GALVANIZED STEEL STORM PANEL Fi. ONRH Pr' __.. GLOBAL PROTECTION PRODUCTS, LLC. .em a.r. 51 $"= GEC. R Sin. PHGL (PNNN-»n- NFL (w)9N-4n/ ;:A'° 20-175 CR W04 - -- 4r PE AFIL/1It,AU•IC/D•ro - /H• SIw HA or If -6— N N U) O O �. U O _0 Q) Q C6 -0 0,)(-) (a)Q) -4... U) += (10 U O (a M .— U)(a)-0 � O O Q O O O LL Lit.- O Cu � O L O O _ m 0 � ^)^ Y..f... a z z w J C O G A i Lai O 10 V N m>'c C 4 4C O - L1 Y 4s u Q 3 3 Eo L. UCU, U) C e m U) N T1 -•_ C Io 6 a U 11 Q.). (D (cl—) foossiossi U -) CIO O L_ LLJ = Q z Z Q _ _J a_ NO. SHEET SH 1.4 ANCHORS (SEE SECT,ON ¢I a 41TERN4tivC ¢tw ON SHEET IS) i' rl (ENtl PANEI)� PANEL) INTERK)R PANEL) TJ (PRERKIR F JH1(INTERIOR I -a• Yn II)NDIgrE 2) SLIJ_LLIJ�, � IrT Ti T�� F (NO PANEL) SEE NOTES 2 3, 4PAN . SIXi • #//-0LSOLD ps.f. TYPICAL ELEVATION N FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) A., ot ENGINEEC41NG ENGINEERINE3 EXPRE13SN PRODUCT EVALUATION REPORT September 15. 2020 Application Numbol 1700D 1 - R2 EX Project Number 2031543 Product Manufacturer All Aliencan Shulters and Glen Manufacturer Address1540 Donna Road West Palm Beach. FL 33409 Product Name A Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product EvaWelron Report is being issued in accordance with the requirements of The Florida Depedment of Buse nese and Professional Regulation (Floods Bialdlng Commission) Rub Chapter h 1 d he product noted above has been 87 G20.3 005. F.A C .for statevnde acceptance perMethod O T a tested endior evaluated as summanzed 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 product shall be required following pertinent Florida Building Code modifications of revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing e20-31543 titled -24ga Galvanized Steel Storm Panels (HVHZ a Non-HVHZ)' shoats 1 5 Prepa,cA Try Engmveoling Expfv%3. signed A sealed by Frank Bennardo, P E is an integral parlor this Evaluation Ralwlt Uod:,.TEST REPORTS Unilonn static structural performance has been tested in accordance with TAS 202, test standards Do, lost repod(s) OBT-A$G-11-001 by Blackil Testing. Inc Large mealle impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(%) 01-17-001 by Blockwatel Testing Inc • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the Product based un comparative and/or national analysis to quality the following design critens 1 Maximum Allowable Spans 2. Minmum Allowable Spares 3 Minimum Glass Separation 4. Anchor Spacing 16D SW 121" AVLNut SUITE 106, DEERFIELD BEACH, FL011 33442 (954) 354. 0660 1 (066) 396-9999 TEAMDENGINFFRI NGExpitestl ENGINEFAINGExPRFas.coM AENfi1ir�'P a .- .44167 3 } STATE Of i,�o''•. �2oR10 * LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W// REAR HANDLE TO FACILITATE INSTALLATION W INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. �(7PIQTES 6 ' E-Z HANG STORM PANEL SYSTEM NC Ui PAN . Cone TRACKS TOP i BOTTOM (2), END PANELS SHALL ALWIy15 BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (� 5WLLL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS AM CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4•a-20.3/4' M.S. W/ 7/8'aX3/]Y WING NUT OR 1/4/4" Min, THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATN)N OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT rLANGES OF END PANEL (4). W CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I e. A STOP LEAF IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL OF CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE- IN SUCH CASE, CONNECTION or PANELS TO 90TTON TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR RIND SPEED UP TO 170 m.p,h. trrolo nnm. «c 24 DACE GALVAMIiO STEEL STORM PANEL ow'm LT C O SAL PROTECTION PRODUCTS, LLC. 4Em sA 11 state or1L in. 333 MIDIC IRMra1-7Na raR IW)aea-nPT °'�"„Rn'° F Ir la swwa K 11111 Na 6.10 A•.OR M-IW ••r wr CA-OOOe'11F A T4Ur S. Pl 20-176 oawra N, wr �IYIw w s exm '. r a HE ot E:N1=7INEF_RING I'aue Z oTI \II Amrf,can shutters and (ilecs - 14go Galvanized Steel Storm Panels No 33% increase in allowable stress has been used o1 the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essenflal facilities Impact Resistance: Large Impact Resistance tins been den,onstialed as evidenced In previously %sled tall repon(s), and is accounted lot in the engineering design of this product Wind Load Resistance This product has been designed to testst wind bads as Indicated in the span Schedules) on the respective Product Evaluation Document (I.e. 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 products respective Product Evaluation Documillif (I IS engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strRd accordance wr0i the respective Product Evaluation Document (Le engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and Shell be of a material %sled In this product's respective anchor schedule. Host struetune conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a sate -specific basis by a registered professional engineer All components 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 Hunici ne Zone (HVHZ). R1•s)ID1 I lul h , r` or 431101. 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YA% ) PANEL LENGTH t f I 4�~ • TE-9EPMATnhi R TO Gi ASS - I S03 I OE ti,• A 44b.1pn4" OFI1 R TIIIIII� I ED eaa `al - 7 i r . ;.. 1 2 L 1 --� _ 1 A•« IAPCDN ANCHOR O 17' OC. / 1/4-0 7APCONpRED * 12 I� •2'W w000 WEf ANCHOR n B CONCRETE BLACK I REQUIRED REQUIRED WALL MOUNTING WALL MOUNTING SECTION EZI SCLIC 3/8-1" ALTERNATIVE EZ1W SCALE 3/8a1- 411HIYN1„r,i� i11�/l✓ �r��ti.A; PANEL LENGTH ' rSHAEl BE 2'-6" ESTALUTION =+�P.•''��CEN i' .� D. 4 ' •: 1k �. cTmu n,,rco. wr FLORIDA BUILDING CODE Non High Velocity Nurrloone Zone) Deer, Yr 24 GAGE GALVANIZED STEEL STORM PANELNOT1. ARE ONLY VALID FOR MAX. AS.D. DESIGN PRESSURE RATING 4/- 40.0 p.s.f. AND 6'-0' MA% PANEL LENGTH}, #. * = .qqq STATE 0 -:- `_ �- 1 L E C Of., GLOBAL PROTECTION PRODUCTS, LLC. o2Tn/ww oArt: 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD T{-O,f: , f(Qg1D�,�" rw T f E E. CaOYFVMY "am 1R a1 inert MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 3 .f / +, S"' .••F.� , ` enN. n 11f,4 r...:IrM-�-V�: " 1 IC1.IFee-T1F6 M% (1e.11R►-aTe, r'w•"� 20-175 DENSITY OF 0,55 OR EQUAL. Ga-000014 IrnN11RM °Ilria10 "' /RDrMrlr4vDArt Ntc! A thin ... n [ Bnmok IN o-m rR51 q a U ALL AMERICAN SHUTTERS AND GLASS `24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITer (PERP, TO PANEL SPAN) TOP MOUNT (CON TYP. TYPE AS iTEQ'D) SECTIONS B0.TS WITH WASHERED WINGNUTS FASTENED 0 OVERLAPS ®M{DSPAN (USE APPROPRIATE SPAN TABLE) .4 rT a' " ' FLAN VIEW VI 1W / 1 IF gOyT7y0�N MOUNT MONTOE 1 ( I TS TOE IRMO) RD.791" MAY Of AT 1 f H 0 I7ST i BOTTOM ` TYPICAL VERTICAL MOUNT ELEVATION ii N T FLLVATION TOP MOUNT (CONK TV Uno AS R'Dl RE(SPAN ABWE UCTIVE) BOTTOM WNT (CONN TYPE F- kCi AS REQ'D) (LOCATION MAY VARY) a 7OP MOUNT N-- AS pflq'o) 9OTram MOUNT(=M Lmeir TYPE AS REQ'D) (SPAN BELOW Oe9TRUCrTON1 PANELS MAY BE NOTCHED A5 0.EfB11RE0, Orn )NAL, f"-20 STITCH P0.CAOOPD THAT CDNNECTION5 AND BOLTS WITH WA6MERFD ANCHORS ARE USED WHICH SATIS% VANGNUT$ FASTENED SPANS ABOVE B BELOW OBSTRUCTION. OVERLAPS O MIDSMN (USE gPPROPRtATE SPAN TABLE ) VERTICAL MOUNT ELEVATION z NOTCHED PANELS 1 N - . ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PAN" MINIMUM 11'ORM PANEL SEPARATION FROM GLASS HVHZ WIND 2ONF 4 A CS N I SC TMI FAOI ( 1W1) MAXIMUM .. .. -.. DESIGN I IIIeT AfghSlRy N1SlALU1110N9ORFATMI RASEBURf I A AIN (( F ALL RW150'ABDVl GRAOC fMAN>D' SfMN aYA AaOVf fiMIN PSI R I 130Am 4111 6.06w _ 1.16M I90 6A6le .Y61n 1B66M^ 6Aar )3SN O2 er Gov. -- •9.b M &110. _ 1.7,M _ 36A In i.121n j 1111INK_ 2701" C e _. -79�in - _.N-1 .. _ P FA ... p-- .Ili bA0 B ANft STB16t 5 ACI`NG TO 'ERMINE MAXIMUM ALLOWABLE STORM PANE► N. SCHEDULE IS ACCEPTABLE FOR USE WITH VE D L AN A T M n LOADS SS THAN OR EQUAL o 'PANEL PA E DESIGN LOADS. PANEL FASTENERS ARE STUDS IN TIN USED '-UNCTION WITH ALL MOUNTING EXTr25iS -TRACT, STUDDED ANGII, ETC.1 USE6, U . PANEL FASTENER SPACING TABLE VALUES fC .M"- AND "U"-HEADERS (INCLUDING BUILD d 4DIT1ONS). GLASS SEPARATION NOTES: -I uENTER SPAN SCHEDULE WITH POSMV2 DESIGN 1 MAXIMUM ALLOWABLE >" DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES SCHEDULES POSITIFOR US1E WITH THIS SrvSTEM'SMpLLBf PRESSURES PCALCULATED SSGEE0PARRRATE ENGGOWbp p1RNG I�NRAECRCEO2T NCE WIST JH TTHE DETERMNI NEDI ArCONCE WifH AND CHAPTER 16 t% TH' FCOPjD. B VDING CODE SHALL BE LESS THAN O0. UAL 1(O THE P061T]VE OfI NEGATIVE DESIGN PPES URR CAPAf7Tr VALUES LISTED HEREIN FOR ANY A EMSLV AS SHOWN. GENERAL NOTES; I 20-31543 VISIT E(CAUC.IOF1f16eS $' FlR9-N]:'p1 [L:A4T0•.] B�1 A wit .aNNl,r .A A•a1 nnI T.Y14•'a {, FDn'AN „RwW C1 MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT g gjE A N tSg( q 4 g '•N a et 4• Z 2a P 4' All NwriMr e` it' __ 73N" Zr24' a' 14' Y 2e 0 n1" 46x n s H4 0' D" 2 7 r zr 1 r V' 2r 1S A 25" 7 2Y 11 W 31" t l 30' 2Y 50' 11' 19' 0 O t Ir P eoumw T.Pdr too r 24• 2 r 50• IP• ire" Ir• Ae 30• Sr s O lad, 25, 7 1' li- 2P 2F' 90' 31• W. 91utl A Y 72' 2r ., 2r __ ](r ti" 7f 7e' 1 Y 31' D44a Moral 24" 2 G 2 4' >P Ar za� 29' 4C 1r K ]D' L3' •U' N a P v' 23' 7 4' 2S 22" : a' r 'F T,.d 3r• 74 r 10' 30" ffi' 4G Sr 4r 70' SS Sr ZT 2T 23' 11' W ]1• 11" IY W 7 3Y IllM' M b' 66• 7,- 5T _ [norciON!..T T oR X4c;1= 1eRGrr�S- rrU 1,w 1,ru5r N' T1I11 iN i.ML7rMOK aw! No_ A:- r4 a N0 u1'A.AnfW 4RW • � is hrVrluru w,rrx caNrL ltNa*n n90.EA1rA tnAN T.,aT NtrrRD roar sxrnvr ND cniXerw.n<W rare .E Mo1NrR r AAC CLOSUI16.aPul.[b ,gDTfr1 M LAY! AY1Vl, uAtO Aitn AFJUOIXn NpUUNnrN39I: E C(aWanMmaDNWs tt!HlWIAnlKlTDrrsrIHFAe.aAT,i5D1h aMr1DOiM.f1WAA H,•wnabM1SNL1H1AP.L4!L IBEO7pT14H 1W1 rDfM,fIw ,YAnIA1 xM NA%Tel a12Taft xO.0 T w,4 Wr110/XViM tT11la r0YrI1Ip T0O. eDTTOClM] �6r orswMG Tod IN:AN,rl, 1191MDAMYIgyrrt11a100",olnOr141NOMm IN 1HFN D"A,wxl,•: L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. WTI`- INSTALLIV M A•lo a 1• s.z slolewlA air, MaCN1Na fa*.tT N' " wl IRA IT 4 WAYlRm 1Yt"I. ER ax Ixno olio A•'Fri. I•MeC10N! K.Cur / Ail ref wA.-OP!'e WIAOAI'T • 00, O,C l.nauxoh m AcuceN, •Nlell ex pu.^rroAe .- cJneu"NN«e,wMS'on k Y15TIHG rsTT! HaLaw won.a uir. D ii1 YMJNf Or Wrtnll' Y wa xnr u,c'ry 20-31543 .AseL wJArw..r. r4„t2, nahtl r Pedill, 4[CII9B: OPTIONAL EGRESS PANEL DETAIL M INTERIOR FASTENING r2.150' z 094" 2 99D' 7 790" 7 "1 O,Or10" 1(4 ay sluu . 2.2�4• O,TSO" z D.694" fn 1,1Z5' 8.09�(' + � E2E c ry o Q y! 012x` SCS M TaD.vJ4" L� ,�O6z T- .12a' ,094" ): TYR 4 l0 pA $� p _ T �8 R 0.094' 2S 1 050" I;930" ry 0.3 3 5" TO 2]" I UI 1 pl 7 .06d" ~ I t.000" 1- EIQ. 1.35 +1 •OSO" -- 2- _:qi ��j+. 250'' �11,0(rrJ° � 2,W0° � TYv LZX it pr �..121• '11tN1" u'N•HEADER MY-If- V xURD-0� iJ-_ PN!OIOSDRE g�?<5 10( ry I 3.380" MAN llll�- 0.313" 1.9E 1.5tX1' 1.560• 7-1530 II' g,;�^ 71 , D.376' - 04gi' Dv6" 0. �1 •p, p0 0 i E2.5t1D' PANEL COVERAGE I 0.17s'� [ fi55' 0.191L 0.645" 01 19D• � b9S 0350 1.007• �-o'.� N 14.875'R4NEL LENQT �1i •" ii"' -j-` L[a I 0.54.SSD' 0450' a ;' Al r w 02eECTWN {1[,, i-�„-0,0�n 1'.��0.090• j� o. xurvr' n o; zls' ats o.0es' "-In, Ro 13s• .3Ds TYP TYP ® IRPLD-tl1T 7 TAAOIr �'Y' IRACR _ r ... TAP' TRACK D,fHO" r4xorUi 0957" A -r- �"�_ 1 D.] L9 I a- [so, I ,-4,,�s5' Ar •s=rrTVT.m.� " 1 LFC Q RI c� ,uu,TT'" rg� lGI1 v� d r�•-].D00'�D.125' 1�eRSEo i r QQ ql .,""'0� t:T��v� "r AxrE -�id tE1RNOL0J � 9 � 12p3F i A00" IrYw A:. -Mir "r•• ML F y " •.v.p0�^C•11 =`GC e".1%NIP. OVERUP ix3rn erYW 1•II IlIM 711 (A Ifs d N 4" MAX. A nE CI 9NR1 DETAIL L �•25• MAX. Z a 0.11�'J tea: -Ire::ocrlMe .2A MAY 0.t MAX wrPncw.cJ. fY yo' ,�,jn TJI r:^iSF•eH111'r r., rnY W c BUILD -OUT y.Hrr- ' T •r-.nr;w rM'11NEn Jr ., nI••ti:Yh TSPM WIN, r,T"IF I In tASTANC! IN I Y 11 n nArmrr E'r' 1,0t10' _ I�IY:enr+ne<- n wu --XW Ice. I+N1+' yWIELrA.ID Ile AU�te«- Il�e �VYyG,rW E1WlED 9ag '. lODDn •t2 N A' AN ,i :r2n,R1 Le RIGP<re •} yTf•XNt iA-'P; �S OVERLAP-.NJUV•XNw 3.92p" 1 A -A alu YK. r> MAX'. g r:El7e nti'a �."MIN /\w1 ,II uMWl c,,rul.l-1,"rr41 q E, w.s,W'nWM4M: TC Tn� :.w Nr.s, 1M1Nw r LS[A' l::nYV JT:' vVl rM4A�Iirra CO��i� X�� I r.l; eJTt i,�'•+ MAX. 2:S I MIN iiy eenlY li{a•`iH. '�� b Yl•iilaW f ifTr\^1IkTp-• ii ''"'� �eeXeucL4aLAT4 o17ATi �EMeiO }' T NT' W+'drD :')' f I - � rarer I •^f/D q. TF Z FI. ^, DL( AM a(� /�TMnMWrrrCWSUAFPFTALL Y4'aeT.:V �I)eE5u ,ITY ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL. PANEL FASTENERS • 12 5' O.C. 1,3" EDGE! D1iANCr -i, ff MAr Beene arcxaR raeslwrR TCP nr -- U T W _ Pro .r ]rn UP 1'-lei coo ill Trre {1 C2 p C4 cast sYFe mrR nn Cf LR 3 C4 cf [1 C4 C C3 W a CMOLB 1a/ DEwuTUL7plcon IF z 1 5 16.0' 3 T' 9.9 1 .S L 0 a 6.e t E' b 2 2 la 9l1 .P 61 , 9.2' 5.5' 11.9 11.Y' L.a' 10.1' lea• A]" 6B a3' il.f 12. " fe.B a.l A.4" t3.F 60• 9,1" S. " 12.5' !e0 '1 fe.0" a SA 3.4' 12 S' ICU* &1' 5.4- 4 12.5 6.0 e.l" 4' 12 5 1 .D 6 51" Ir r V tll 13 OPY TUl ON N IRA[ 1 #1 w 1 5" 01161 1G 0' 361 0 S 6 1 I2 C 7 .0' S D 7 %' I D 1 G 1" 6.0' 12 96' 125' a' 4 uT -a a15 %.1 1z 7 • u D 31 %] F 3B. ]s, 31, 1 .s 3a C' 11-9 • a5 • U le o• 7 a i� 160' 111.9" 6.9 la i ICA" 11.e' 0.5' 12 9' 6 0' G' 1 41, Y.5" 0 I .'rr/M MNHi !1 All NilNTa lwdD An' tM.Y «N: n. :1YGI ,a 4a r. 51 21 12. T ]ea' lea' fait 1 -0' i A.e' 1 T" 2 " 1 L 1].4" 1 5 N .0' !a D' t1.9" 11s^ 1 .a' 16a' a 1a.6" Ix. „ u ' .e" 1 x " A' ix air^ 1 ,5 0 1 .r lot, 11.5" 12.7" I6.0" 15.6" 160" 14.4" 13-1' 11.1" 12 S" 1.21511 1a R" 17.!" 10.6" 42.6" fe,e" fLT' 1DA, lAt• 16.0` 12. S' 1e10' 112. "its., 106" .S" lfi ' 32S" 10.6 12 5' ] A" 1L5' I4 rl, YMahn 71 II,wM+ M.H aAIr 41 48 SS i 1 7a,z.T' ;7.T 12, T. lea 38 10,0" Mo., 18.a ]6.a 13.1' ,e 0' Leo' 14 3. 12.1' 16.0" 1T.7" 11 T' 1 r 1 •0.17-8^ 10.0" ISA" 11.7" air' IeIY' f Al" 12 1" 1. tl" 11S' Il a" 72 r 1L 16. ' 36.0' 0 13.0' 12.5 6 0' SS.S" t1,?' Ii S" ` V, 1 .S 4 ' .i e ' 9 2.5" ®OS ONTANCE It WWI m D,em IIIe.2T• I I'M.".,Nwars At 46 $Z 72 l3a' bttv 04r,' so., bR' .VA. a r b !' Lx' g G.' 1, ,t >' _ -- -J,' %7" e71" WA6.25 ex. - A, S_ 6 0.3" 7.3 13 s' 1"" SA- 6.25^ 101• 4.D" 6,15" 4. " S 0. Y' 9.1. 10.7• " 4.0^ I •fla'ININ Li 5. IPNAll ui IRA-N A0, 46 i4-ate,. 52 } x 6 12.5' IS' M10,?'on 12.11' 12,T ' 1e 6S" f1T• 2•' 11SA" 7:4' SS, "' 6.D" 6 U4' N-I/f rMNHr /e ttW lR. TAKAN' 4x N SI ILL" lax, 3,1" ].0" 6 ZT, ", 4 a' a3I L" I01' 41" A" 4 T' 11 T' A.7• 4.6- Ill Ia. - A. " 4.D" 6.25' • 4,1" A.0 N4" 111.1 I Rxl-N 4e All l01NTa 0Dllo Pn 41 411 �'711cw1" 12 12.T' 1e a' 14A' S.' 1' 7' a %" e ' ' T. 2 N' 1 B" 7" A 12:4' 0a n A3 1 1 7E' 63' 12.5" 16 a 9.7• ].e it 5 6 0" 7.7' 6.3" 12 5' 6" 3B1P' 1 r• li 12 1 11 TT.F 3Y 6' LFit'. 7 2" I'll ll/," < I I111' $MBEo 33 N"wul rN4Fl YAr. Al 44 51 71 2.111•' ISO,- e.4- S.B" al s" " 4:4 4,!•' 5.2Y 1 .r 4, D • 3.I. 12 ]7.4" 5.2` 4.0" 615 7.6" 1.3" &27" 9.2" 16• 1.3•' 11 S• 4.A' 11- 635' 3.5' 19" 62S' 9.2" 1b' 3,3" 62S a2T' 1D.6" 4.1' 9.2` ]• 7.e' a17' 0. 3.5" .31• a21". ire" E/ 4" mrl! DISTANCED %tb MAk tie%6aN AYINBa pltnwltE 'Y'AN ITV n W-IV 1 It, 1 ,L Ir cork YYFe Llmlijt a WNp TttI i PE p6 CL I2 n CA C1 CI Ci [1 CS CI 4 C3 C 4^z1 MUD 3 3 1 2 S' 60"16" 7 0 1 OT 31 S 6 D"1 6.0' 7.5" ]2. K' 16.0' 6 6.7" 1 1 2 T' led, lee' ire• 11.T' is G" 1JA' e- • 1 11 T e ' 14 e' l o tie" r, NI FY,r u n LIT' 1 0' Sit " 7.5 1 1 6.0' U 6 .7 .r • 17 1 ,0' 14.7 6.0 6 N li-����•�7 Z 3. 140, IAPI 69 32.T, 160' SA • 8.I• 12 S' 16U" 14. 7 Be" ?z 13 Y' 14 o' 14.7" e D 1a.5 B4O' 14, 7' 5.01 17,111' ' 24 7 a1,A IWr O1Dm 33 U ' 14.0' 16, O'10.1 12.5 160' 131' 3A' I2T 16A'SO.B 6.2' woo AFw u WOOD I. .S" 5 6.0. 1"- a]' 12 • 16,0• 97 56' lZ T' 16.0 9.7" 2A'• its' le 0" 7.0' It's, 164" Sl 3A 12 4 16.0• 9b• SA' Ie D f3 T 11.T' 1 V It 7 !qa t1i" SrS a' 9.6' 6'.!" S, 6• S2.S 13 -V 16.0' 16 0 tie' ]6" 9.6" S e 13 ]" 12 S' fe 0° 0.e• fe' .0" • 16' 6 0.1: yr I I lie mat, 3 2, 1 " TAP CAN-c"Al 41 Ia. •• IAA" 40 a♦RAMrIM•e ]2 L2, tz,5' a SU4 14.0" lab" .9 li•S 16. w.a' T.l' 9, ' 11 T' 12 T' 38.0" 9.1 16,0- 9.1' 7a 11.20 1e car 9 1 . 49. lamb t ' lea' Y.0" ].e" 121' 1 2.6" 4.E" 1 • 1 27• ]2.4' 4.9" 1^ PII E IIMINP4/rLY 41 1 Niece ""MC 4e 12.4' 1 .r• bl so 11 T' 11 7 " 2 3 4. • 1 6S 121' 4." 4a' 7 ► 17• 11.3" 4.0 4.r e.7B' 2.1" A.r" 1.p` 479' 12 1" A f" 4D" D 2T 1a.3' A.>" • D• 1�� I2 ANCHOR NOTES: L ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CSRTIF'IED HEREIN, BUT ONLY PROVIDES A ANCHCR SPACING. MAXIMUM ALLOWAD6E SPANS AND RES INDICATED INVAN SCHEDULE N PRE$'aU I N VAN 601ENCHO SHALL APPLY. 2 EMF0. ANCHOR SCH®IIIE BASE DON PANEL PAST ENl0. SPACING. TIDE E%$Tit4G STAULTDRE MATERIAL„ b ANC#DR TYPE SELECT D653GN LOAD GREATER THAN OR lQIIAI TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER TMAN OR EQUAL TO SHUTTER SPAN.Sela C N1nTYPE INISEDONAP91110PRIATE MOUNTING CONDIT E MOUNTING l (E NG ON 9 DETAILS ON 6HEET F9R IDENRFICA TION OF OONEC1lON TYPEI• 3 "PANEL FASTENERS" ARE STUDS USED IN W' NIUNCTION WITH ALL MOUNTING EXTRUSIONS ( P-'TRAOSTUDCED LC ETC) U6E 6.ZS- OC PANEL PASTERSPAaNG TABLE VAWFS FOR aLLI-ANo •u"-HEADIERS (iNCwothc BunDovr coNDtr/alvs) 4 ANC1eOP5 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATI N IL S. HOLLOW BLOCK HOST STRUCTURE SHALL CONIFORM 10 A57M C90 PLOCIL 6. MINIMUM EMBEDMENT SHALL eE AS NOTED IN ANCHOR SCWEOULE. 7 MINIMUM 15MBEOMENT AND LOGE DISTANCE eXCLUDCS STUCCO, FOAM, BRIDE, AND OTHER WALL RNNHflS WALL FINISH PS SHALL BE UNBTEO 7D 1/4" MAX OR SHALL B! YERIFI6O BY DTHPR510 III, CONCR TPAN 04 LOAD$ D HOST 5TRl1C7URE BI CONCRETE ANCHORS P101 ED HEREIN6WO SHALL MI G, EMBEDDED TO MDI TtOP&p MAY VARY. ONLY, 4, WHEAT EN15TII1G STRUCTURE W M'000 FRAMING, EXISTING COND[TTONS MAY VARV. FIELD VERIFY THAT FASTENERS, PRE1NTOA�QU ATE WOOD PRADNG EMBRS,N07 PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CL05U RE PIECES, E0. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRANGNG, FASTENER SMALL BE LOCATED EN CENTER OF NOMINAL 2" X P (MIN.) WOOD STUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE "SOUrNERN PI ' Ga0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PIO LLIPS PAN HEAD OR HEN HEAD, I I REMOVABLE ANCHORS ARE. OEWALT PANELMATE, ALL-POaN15 SOLID -SET b BRASS BUSHING L2. MACHINE S:REW5 SMALL HAVE L/2" MINIMUM ENGAGEMENT OF THREA DS INTO THE BASE ANCHOR AND MAY HAVE EITHEP A PAN HEAD TRUSS HEAD, CA WAFER HEAD (SIDEWALK BOLT) U 4.0 t9. MINIMUM EMBEDMENT AND EDGE DISTAKE EXCLUDES STUCCO OROTHER WALL FIN15HES. 14. SillDESIGNATES ANCHOR CONOITIONS WHICH ARE NOT ACCEPTABLE USES L5 it DIRECT MOUNTING [:DNbITIONl4- 16. LINEAR INTERPOLATION IS Al PERMITTED FOR USE WITH THE ANCHOR 5QHEDULV5 IISTEOON THIS SHEET •^"20-31543 I 01 N to > O U N Q 0 _0 U Cn U O 0 O Q L 0 Q� Cn O LL T3 0^, M Z O O in W 31 .� t// Z Z W J !t'e'"y N. W 0..1 m C4 L,b.. CS., A VW)N N C2 A Q CV Go 4y � 4 cc so E iJ f.A a." W (D INNEEBEEEEJ r n V 0 Q }A U C O U W W W Z Z Q J SHEET NO. SH 1.5