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7034-7046 Ripple Pond Lp
w d NZ 3 b o- rn L0 0 1 W O 0 J LO LO 0 I co cn u7 co 0 1 a r rr LO 0 1 O 0 J L0 l 0 I to 1.0 LO 0 N 1 i PE v Cr cn 0 i c 0 QN O i E 1_ E 0 S J N LZ 0 U i 0 i 4 0a 0 U J r7 N O N h3 v �a O a N CV CD N v 0 m a v cn AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bat. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DISTorDist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir Finished Floor DATE 02-15-13 02-15-13 12-18-13 12-28-17 12-04-19 03-17-20 12-19-20 02-16-21 P VERSION 1.0 1.1 1.2 2.0 2.1 2.2 3.0 3.1 ABBREVIATIONS FIX or FXD LAN Fixed PWDR or Pwd. Powder Room FLR or Fir. Floor RA or R/A or R.A. Return Air FLR SYS or Fir Sys Floor System RAD or Rad. Radius FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill FP or F.P. Fireplace REC or Rec. Recessed FR DR French Door RECEPT Receptacle FRT Front REF or Ref. Refrigerator FT or Ft. Foot/ Feet REINF Reinforcing FTG or Ftg. Footing REQD or Req'd. Required FXD GL Fixed Glass RM or Rm. Room GALV or Galy. Galvanized RN or Rnd. Round GC or G.C. General Contractor RO or R.O. Rough Opening GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf GT or G.T. Girder Truss SD or SD. Smoke Detector GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door HB Hose Bibb SH or Sh. Shelves HDR orHdr. Header SHT Sheet HGT or Hgt. Height SHWR or Shwr. Shower HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights HORIZ Horizontal SPECS or SPECS. Specifications HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) INSUL or Insul. Insulation SQ or Sq. Square INT or Int. Interior STO Storage KIWALL or KNVall Kneewall SW or S.W. Shear Wall KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine LAUN or Laun. Laundry TB Towel Bar LAV or Lev. Lavatory TEMP or Temp, Tempered LF or L.F. Linear Ft. THIKN orThik'n. Thicken LL Lintel Length TOB or T.O.B. Top of Block LT Laundry Tub TOM or T.O.M. Top of Masonry MAS or Mas. Masonry TOP or T.O. P. Top of Plate MAX or Max Maximum TP Toilet Paper Holder MC Medicine Cabinet TR Towel Ring MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window MGT Management (room) TYP or Typ. Typical MIN or Min Minimum UC or u.c. Under Counter MIR or Mir. Mirror UCL Under Cabinet Lighting MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise MONO or Mono Monolithic V or v. Valve (shower or tub/shower) MWorMICRO or Micro. Microwave VB Vanity Base NTS or N.T.S. Not to Scale VERT or Vert. Vertical OE or O.E. Owner's Entry VL or V.L. Versalam OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior OPT or Opt. Optional W or w Washer PC Pull Chain W/ or w/ With PED or Ped. Pedestal WA or W.A. Wedge Anchor PH Phone WC or W/C or W.C. Water Closet (toilet) PKT or Pkt. Pocket (Door) WD or Wd Wood PL or P.L. Parallam WDW HDR or WDW, HDR. Window Header PLF Pounds per linear foot WH or W.H. Water Heater PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) PSF Pounds per square foot WP Water Proof(ing) PT or P.T. Pressure Treated WS Water Softener PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) REVISIONS DESCRIPTION PLAN RELEASE ROOF PITCH CHANGE ELEVATION RE -DESIGNED 2017 FBC CODE UPDATE REV. PER PASCO CITY COMM. REV. SHEATHING NOTE DTL. 1/16 FBC 2020 CODE UPDATE ENGINEERING QCR (1787) (1666) (1666) 4 - UNIT TOWNHOMES 1666-1787 TOWN H 0 M ES (1787) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 1ST FLOOR DOWEL LAYOUT PLAN 4 2ND FLOOR DOWEL LAYOUT PLAN 5 1 ST FLOOR PLAN 6 2ND FLOOR PLAN 7 1ST FLOOR LAYOUT PLAN 8� 2ND FLOOR LAYOUT PLAN 9 BUILDING ELEVATIONS 9.1 SIDE ELEVATIONS 9.2 ELEVATION DETAILS AND PLUMBING RISER 10 INTERIOR ELEVATIONS AND STAIR SECTIONS 11y ROOF PLAN - --- 11.1 ROOF PLAN 12 LOW ROOF & FRAMING PLAN 13 ROOF FRAMING PLAN 14 i^ 1ST FLOOR ELECTRICAL PLAN 15 2ND FLOOR ELECTRICAL PLAN 15.1 ELECTRICAL SERVICE PLAN ?' 16 AREA SEPARATION DETAILS--5;; L1 1ST FLOOR LINTEL PLAN L2 2ND FLOOR LINTEL PLAN ? D1� FRAMING DETAILS -_ D2 WALL SECTIONS/ DETAILS c . SN STRUCTURAL NOTES �-- SN1 I SCHEDULES/ DETAILS `' s 4 -,— \ S3M WALL SECTIONS/ DETAILS y. S4M WALL SECTIONS/ DETAILS S5 WALL SECTIONS/ DETAILS S6 WALL SECTIONS/ DETAILS IST I STAIR WALSEOCT ONSCDEDETAILS DETAILS SS— WP WATERPROOFING PA1.0-4 PRODUCT APPROVAL NUMBERS SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES IMEAN ROOF 30 FT. HIGH TYPICAL I FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N N c N, O W CFI, - ►� C 3 .3 :a to CL 04 E C-4 wi'v l tYti`. =° c„ QP a a 6• a`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. W E Q p M N ) W � O .�-� N p N U) ��'ZJ? N C) 2552 i4 W Z @ C: a W o2r— o LLW co °' CA 2 '0 Z m w a Z N O U W 7 17-1 Z N M z � Q J a N a V)CD cn U O Ln N �N t'6 r-- U LL' i..... Jo MIN U , 8 c rW � W M M z ¢ o� Z i (JL EE E ° Z os Y N 0® C Q= OQ o� O� O E N as wo a=mo aZ ¢� �T iY - C U w0 OLL z Y2 < ° to N cZ 3 o� Z Z aZ � W U 3 ao �- o °Z z w6 =3 OF }_ W za a 03 c o�— N > CV) rn 0 C:) LO ,-- C'V cs� 00 o s- A � CEO O C t0 m Q N CN ILs') l--- p .Q O NLO Q (0 T N III Z Z M in E _� a- E •• -0 w U J Q 0 c J JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. *1 a" L a 3 V 0 0 I 0 J C" CM LO 0 I CD LLB cD 0 I N S L 0 a LO 00 I 0 to c'na 0 I Co 1P cn 0 I O 7 (n G 4 t Q N N Q FR CN E 0 x O C C J w 2 .CV 0 0 J a� LZ C'4 0 ai 0 0 a N N 0 0 tz 8E m cc cn 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 BOND BEAM FM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ibs] F1.0 1'-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F3.0 3'-0" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" x 3'-6" V-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" V-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" V-4" 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. FOUNDATION LEGEND INDICATES SINGLE -STORY WALL FOUNDATION INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR 1/8" SAWCUT x 1/4 SLAB FIBERMESH REINF. SEE THICKNESS WHERE PLAN SHOWN ON FOUNDATION PLAN w�w a U) [] CONTROL JOINT DETAIL SCALE: 1 12"=V0" _`•. �.=�• �. • #5 CONT REINF. SEE FND, FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. ... U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 112"=1'V 5x5x3/8" A36 STEEL BASE PLATE 1 LO 0 5" SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" 2 V-8„ gmn- ,?m_n" gn,_n,, gn,ar 11.81, t• 6'-8" 13'-4" 0. 3'-8" J 15'-4" '-0" '-0" 164' T-8" 13'-4" 6'-8" 01 VERIFY LOCATION OF A/C PAD PER 55 SITE COMP• COMP. by VERIFY LOCATION F3.0 L11 VERIFY LOCATION COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 PER -L OF PAD PER D1 F2.5 YD1 4" PVC CHASE OF A/C PAD SITE A/C SL SITE 4" PVC CHASE F2.5 { F2.5 F2.5 II11 oII III I S3M I zo I I I 11 {{ M M co j II III I! II II I I S3M ' A ® I S3M O„ I II 1{ I� II I V 11 83M S3M 4 II {{ 0, 011 ll III I III A S3M I ® I o 0 I I it {{ I {{ {{ 11 PROVIDE 1 PROVIDE 1 Ir III I I I I u I I 4' — — — -J N I i I I 1 1 II {I .7 RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S SCOPE FOR WIDTH SCOPE FOR WIDTH j I 1 I { I it II T 4" ®® L_ O =N N PROVIDE 1 1/2" C14T N I II II r it INPROVIDE 1 1/2"A RECESS FOR SGD. REFER TO MASON'S AD1 4" PVC I I CHASE I I I I I I 4" PVC I I CHASE I I I I I I RECESS FOR SGD.S3M REFER TO MASON'S v SCOPE FOR WIDTH I I PW01 1{ a SIN { o> zo I I I I I SINK II I SCOPE FOR WIDTH 55 T I o I ----------- 0'-011/� ID' VII I /V_ _V'A/ 0 - --6d- - - -- - -6d-- - 1 N o II II I l a I -------- --- I II I 55 - -- D1 I I ----------- I I I -1 T -- ] PWO1A. C - T F - - - - - - - - - - - I I D1 Ir/ 11 I I I PW01 11 II II II II 11 II D1 II 11 II I II I I 5'-10„ 1 1 14'-2" 14'-2„ I I 5'-10„ III I I I 16'-14' 16'-14' I 16'-021, II 3'-104" { I T-104' II 16'-02" 10 __-- _-- - - I I r. -� � � {111Illl I � F -I- 0 o II I\q q T II II o 0 SINJI 548'-72" ( ( I I i 6-02,GG '- 1 611 I I 2 INK I 5, 4„ S3M II I I S3Mzo I I I 11 --6i II I I I Il - - - - - - - - - cN 1 - I II 10' 10'-1I I II ICN 0"T10" -1'-121 I 11 1 I { I 1 I I 10 LO PROVIDE 1 5/8"x9" I RECESS FOR DOO . I ( I '?� - - - - LO GG __--� ( I - - - - �__-- GG I I PROVIDE 1 5/8'h(9 RECESS FOR DOORI S3M I I 1 I111 III I IT S3M L J-o _D"� �1-0" r S� LOPE S3M I ELEV APPROX. 1-112"BELOW F.F. I II W!C I I i I O'"01, d {I {{ I I { I I I I f I W/C I I 0-O ( I I " I S3M SLOPE -1 ELEV. APPROX,1-1/2"BELO F.F. �-- L L ELEV. CAN BE NO MORE HAN I ELEV CAN BE NO MORE THAN 1-1/2"' ELOW TOP OF EGRESS -j PIED ' I F3.0 K I I I I I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I I PED -J 1 SINE: : I 1-1/2" BELOW TOP OF E RESS I 2'-4" DOObTHRESHOLD. FIELD L_ VERI � I I S3M � � °D N 1 I RECESS FOR DOOR. RECESS FOR DOOR. i III III N S M II II I iN M DOOR THRESHOLD. FIELD 2'-4" I RIFY t- � J ---- — -- — -- --- ---- iN iN co 4"� 4"� I 19 K N 1 _ T-6" 7'-6" 2'- „ K I 55 K D1 S3M 7-2"9-114 S3M FM24 4" ( 2,_6a„ 216411 FM24 ( 41, 21_ 1, 2'-6411 FM24 S3M 9'-114' FM24PE K 55 53M D1 7-211 01 l 400 I S NDK I b c00N I I 55 ELEV. APPROX.1 ll2" ELEV. APPROX.1.112" 55 I PW01 cCO.I I SINK I 1 cN BELOW F.F, BELOW F.F. ELEV, CAN BE NO MORE ELEV. CAN BE NO MORE AN 1.1/2" BELOW TOP OF THAN 1-1/2" BELOW TOP D1 iv Di IM. W/ CUT T F D1 SIM. W! CUT W/C * o N I ELK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESH FIELD VERIFY FIELD VERIFY D. LK AT BASE I o �� la, wa W/C iWL09' I 0 o PW01 0 U) — — 01 —C-�- - " — T cN - T -F— — D1 55 D1 I I a OP r C r a a CL LLi I I 55 D1 SIM. W/ CUT I 14 CL I SIM. W/ CUT BLK AT BASE BLK AT BASE L I I S3M S3M —7 —/1—/ -7r,7 ZIA— S3M S3M L 1-7 r-/- 7 ®® ®® L SYMMETRICA L S3M 3'-O" 2'-8" 2'-8" 1p 2,_8„ 2'-8„ 81.011 21_8„ 21_8" 8'-0„ 3,_0„ 13'-8" 10 13'-4" fl 13'4' 13'-8" 64" 6'-8" 6'-8" 64" 1.4' 20'-0" 001 20'-0" Ir 0 20'-0" e 20'-0" (1666) (1666) N S3M 0 O (V (N FOUNDATION PLAN (1787) SCALE: 1 /4" = 1'-0" c+ 9 o ar Uj Uj 93 -.:.Q N cL d cu s > E co � 3 � �da)-0 c N S� E � o �. v ,CM . w4� f, P E ,^_: Sit='' 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) I' Q o EE p M �i N N occo� M M V LL I � LL LL. I d _Z = IS rn a Z W Syw in Ot O' Co Z 'O M Z r ,n N J O U U o z W ❑0 z o z � � J — Ln N M z a v 0 a--+ - LL w U OL'j In o c N' U" W U C W J E � � 9 = L z U � ¢ 0 a N co co w M co z zoS Z U- N E E w� Z® X U 00 U Z N d<� o a <oz �Z z �� m __ _ - Y �S mo o� 0� 3 � 8 LL o U �W O wF o a zlaF a UO oT— �dl > Ce) m m � L0 h- N r� o oT^o _ O U o¢I CQ O C O m Q CNi Lf') CD .Q O O N Cr) T E =00 o z M z � E (0 v; CU E U J Q 0 4) JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 2 c c c G (1787) (1666) (1666) (1787) FILLED CELL LEGEND . CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 1ST FLOOR DOWEL LAYOUT PLAN SCALE: 1 /4" = V-0" e.s c cv n:. C o CC O L %C G R Q N 3 ,m C" a L m-c:a hn Q m Q {� Cqqrr:¢pp ee �.,+C1tiF ieiFii Et�a�t! (/ x A� ~ LU .v4q i 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 d o Mg N p ,. 0 +-+ oo CV r N O # � Q C J LL. LLJ _jLLU- a C. O Z a' E NNE 0 m w ILW��pjO' Z X) NZ M J N O OU 0 Z Cn t.l W ❑ ❑ V M � z N t'1 O 00 z Co IR z o — N O') N z "WO O W m � W U W g to (_✓ N In F- U � W J zE t V p N lot:: N ¢ N 0 I� t` O w Cl) < o z z � O_ O E v zo .BOLL <0 >N QN Z® o0 I— r0 CL X OV U U p 0 O N ro a< Qz wo <o wz �w 2) Nz 2:3 U m0 O ¢ Z N . 0 WU m QW I rn ;5. z Z 50 NNE0 C]. LL a �z U �LL � O CO w a 0 Ova d za o T > M i FN N CA LO ~ N co r— � L T Q to 0 06 GO a O c� r� U m d .j.d CN Oki L ~• ii C 0 cV M LO d- � N r C 00 Z M Z N E (D Co tl E U J Q JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 3 SYMMETRICAL (1666) (1666) FILLED CELL LEGEND . CONT, FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 2ND FLOOR DOWEL LAYOUT PLAN SCALE: 1/4" = 1'-0" N N N O ccoy , cc H R a cc c o cti r, o. U 6 >p � `t. .. • mod' , V�'O ew clki 0 0 t~ g 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. tN F o E O M 8 + /pJ V G s�� a 6 �2s M OV ik LL AC C -JCL2 LL W V a a q O Co 9_ O _ r O Wr°�a'°' CO NCl)Z Q a of s U ¢ U Z C) (n W 1771 El M) � z N M O ¢ V 0- N N N z C) -B Ur � U OW to c U W J i- - E i N U Q N �� O w M z2 w z UL zz � > � CD..E wLL Z z® oa OU O E O � N L d0 °dz .o xZ wz GZ U mO 0¢z Z zY _ QI c J y m -< Q W zN (n Li Q W 00� LL ¢ZZ JUU a mz W Cj o z 0o to w &S ao o— � o< ZI4 U 'S C T' N > M T m N CU ^�1 L O 0 L / CV � r—IT— co O C 06 LC) O V Q0 �� m Q CV CN � F— � N OM N� �- a( r ro 0/�0 o z Z i 0 (0 (0 n E 'v U J Q p c c CD JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 4 3 H 0 u7 I s 0 J LO to 0 I co L0 I N a u�a L0 0 co a 0 J M u3 co 0 I to CC co I N / C Cr 0 i c Q N OCV E 0 z a J N r7 0 0 0 UI U .o a 0 J f7 N 0 0 a a Cl- CD N 0 a m v C/7 801 INSULATION REQUIREMENTS WALL LEGEND 20'-011 20'-0" 20'-0" 20'-0" LOCATION R-VALUE / TYPE �17 % „ �/ 8'-8" TOP OF MASONRY WALL 00, (GARAGE) EXT CONC WALL R-4.1 HIGH PERM 10 6'-8" 13'-4" 710 3'-8' 00 15'-4" -O" '-O" 164T-8" 13'-4" J. 6-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 1'-4" 5'-4" 3'-4" 10'-0" 10'-0" 3'-4" 5'-4" 1'-4" EXT FRAME 2 x 6 R-19 KRAFT FACED 9'-4" TOP OF MASONRY WALL 101 TYP. @ SY ME RI AL ! TYP. @ CONDITIONED CEILING R-30 BLOWN -IN REAR I � � REAR (INSTALL BAFFELS AT EAVE) --n 55 COMP. COMP. "'' ( COMP. COMP. 55 18'-8" TOP OF MASONRY WALL II tl II II GARAGE SEPARATION R-11/R-13 KRAFT FACED �i II Di j D1 II D 'j -2HOUR FIRE RATED SEPARATION / II II �t 2 -x59 II �� WALL (2) 39"x59" SH _ _ _ 1 ( 1 I _ - _ �) _"_ „ SH _ / U.--------------------- >L--- -------------------- __y -9'-4" TOP OF MASONRY WALL ------ --- ------ ------------------ -- ------ ------ ------------------ - ------ --- ---- --- Pi - (LANAI) , W/ SHAFT LINER ABOVE I I DOOR LOCATION DOOR LOCATION DOOR LOCATION LDOOR LOCATION I I WINDOW SCHEDULE TO BOTTOM SIDE OF DECKING I I FOR OPTIONAL FOR OPTIONAL I FOR OPTIONAL FOR OPTIONAL I I I I SCREENED LANAI LANAI SCREENED LANAI T.o.M. 9' 4" o SCREENED LANAI LANAI SCREENED LANAI I I R.O. CMU R.O. FRAME -2HOUR FIRE RATED SEPARATION I I 9'-4" CLG. AFF icy T.O.M.18'-8" So 9'-4" CLG. AFF I I SIZE TYPE I I LANAI CONCRETE CONCRETE LANAI I I (Flange) (Fin) WALL 11'-2" 8'-2" 8'-2" 1 V-2" I I - 12 20 x 26 18 4 X 25 i S.H. -18'-8" TOP OF MASONRY WALL, W/ o I I g'.4"GLG. AFF 9'-4"CLG. b o I I CONCRETE CONCRETE I I _ o SHAFT LINER ABOVE TO BOTTOM eo I I 6080 S.G.D. - `�-/ + �' _60$O S.G.D - I I 60 r i3 20 X 38 j 18 JX 3711 S.H. SIDE OF DECKING 50 I I - '-_ _-- I L co I I I I 14 20X50j 184X50 S.H. ^� ��. -2HOUR FIRE RATED SEPARATION (I I I 15 20X63 18�X62� 4-SH S.H. WALL LIVING ---- --- M 4-sH ___-- ---- i LIVING 00 I I 16 20x72 1sJx714 S.H. -20'-0" TOP OF MASONRY WALL, W/ I I ( 9'-4" CLG. I REF REF I PW01 9'-4" CLG. AFF O I I 1 H2 27 1/4 X 26 26 X 25 SHAFT LINER ABOVE TO BOTTOM II co CARPET I 2668 2668 D1 CARPET II S.H. SIDE OF DECKING T-33 B.F. 9 01 9 01 B.F. 7._31„ I TYP. 1 H3 27 1/4 X 38 26 x 37 S.H. a 3'-0" 4 a 3-0" a TYP. INTERIOR WALL uw W - o0 1 H4 27 J X 50 '� 26 x 50 S.H. 0 KITCHEN A DINING DINING Al KITCHEN z 1 M� N BEARING WALL NCl) 10 10 Q 1 i� 1H5 27 X63 26X621/2 S.H. CN OI I '� 9'-4" CLG. A2 9'-4"CLG. 9'-4' CLG. ,42. 9'4' CLG. m 1 O cv TILE 10 TILE iv TILE A3 10 TILE 1 1 H6 27 4 X 72 26 X 71 1/2 S.H. I 1 Ao 5 00 1° I I OPENING PRESSURES O 1 ► Pwol I I I I 22 37JX26 36JX251/2 S.H. ENCLOSED - EXPOSURE "C" DINING D1 SINK jDW DW SINK ! DINING I I = 1 r - - - r - - - I I 23 37 4 X 38 j 36 4 X 37 3/4 S.H. (/� ) +29.7 / -32.2 +29.7 / -39.7 cnl I 9 4 CLG. TYP. I ❑❑ I I 1❑ I 9-4"CLG. I y L_--� O O I I I I O O r---J � TILE I Frn 24 37�X50� 36�X50 S.H. TILE N I I N I +28.3 / -30.8 0 +28.3 / -37.0 � r i 25 374X63 364X621/2 s," E +26.6/-29.1 F +26.6/-33.5 �-I I I 26 37 q X 72 36 4 X 71 1/2 S.H. O T-4a" 5'-10" l0'-14' 10'-1j" 5'_10" 3'-44" DOUBLE2WIDE 75"TALL 73 wIDE S.H. SEE SN SHEET O SEE SN SHEET 8'-843" 104 2 „ 3 92 = T-92' 2'-3" 4'-10 " V-84„ o HANDRAIL 32 54X26 524X254 S.H. 140 MPH CONT. `� `� 33 54 X 38 J 52 4x 37 J S.H. NOTE` WIND SPEED INDICATED ABOVE IS AN N 17R HANDRAIL 17R N "ULTIMATE" WIND SPEED, THE WIND PRESSURES 00 _ _ _ _ _ _ _ _ _ _ _ _ _ _-7 UP -UP _61b. _ 34 54 X 50 52 X 50 s H LISTED ABOVE ARE ALLOWABLE PRESSURES -------------...._L--------"----- � I D1 I I r--- f - °' 35 54x63 52JX624 s'"' SOFFIT DESIGN PRESSURE +29.7 / -39.7 TYP.O O36 54 X 72 52 �i X 71 j S.H. LIVING LIVING HEADER SCHEDULE 55 I SINK p I GG - - - S3M 9'-4" CLG. 9'-4" GLG. S3M - -- D SINK I 55 39x59 40 x 59 N/A S.H. p1 B1 S3M - - S3 - CARPET CARPET 83 - - - S3M I D1 = L - F - _ - = B1 DOUBLE 39x59 79 X 59 N/A S.H. MARK HEADER SIZE REMARKS 4068 u5 -- r r - -�I BF8 10 B2 KITCHEN N I'O AREA TABULATION (1666) H1 (2) - 2X6 #2 SYP W/ 1/2" to LO OI I z KITCHEN go 10 B.F. F I�----- -- - _ -- `_ 10 z I O FLITCH PLATE 9' 4"CLG. B3 4, I _ _ r r - _ _ _ _ I I B3 9' 4"CLG.ID 1ST FLOOR LIVING AREA 674 2ND FLOOR LIVING AREA 992 H2 (2) - ZX8 #2 SYP W/ 1/2" TILE 10 I _ - - - - r r -WOMIiiiiiiiiC10 TILE o _ - -- O FLITCH PLATE 00 LIVING TOTAL 1666 LO ao i REF x - --- _ - _ ---- x L REF ' H3 (2) -2X10 #2 SYP W/ 1/2" ENTRY L------- ----- T - - - - - CONT ENTRY GARAGE 264 FLITCH PLATE - - - - HAND AIL ---'--- 9' 4" CLG. Y Y 9'-4" CLG. A F FRONT ENTRY 98 (2) _ 2X12 #2 SYP W/ 1/2" CONCRETE o - - II II _ - - - - 0 o CONCRETE LANAI 120 H4 FLITCH PLATE 10 CONT. _ _ - - ro TOTAL AREA 2148 HANDRAIL- -- -- II H1 H1 II -- -- O (2)-13/4"X111/4 LVL 12 4„ 6 4 4'-114" 2,_22 _ _ 3_-92 - I �- - - 3'-91 1 1 3„ RI AREA TABULATION 1787 H5 - _ 2'-22 4'-114 6 44 2'-4" ao ( ) 2.0E Fb=2950 c� �- - - _ _ - _ - -I H 11 f- _ - - - - -� i�l 1ST FLOOR LIVING AREA 759 (2) - 1 3/4" X 9 1/4" r� T.o,M 18' 8" - - - - I I - 00 ��s I - - - - T.O.M 18'-8" _ rN I I 2ND FLOOR LIVING AREA 1028 H6 LVL 2.OE Fb=2950 FOYER -1 1 1 I Ill -1 J J ril 1 1 � FOYER � � T.O.M 20'-0" -' J J T.O.M 20'�0" 1 -' -' ire LIVING TOTAL 1787 _ I I 9'-4" CLG. I ► I -- W Q= 1 FOYER FOYER ! ---- I I I I M 00 O_ I 13068 TILE o� 17R '� 1 ?Q iv N 0`t' 1 u) 'S 17R TILE CLG. 3068 I I oo H7 2 1 3/4" X i6" iv I I 3 O c� UP I I I 1 0 ? GAL 1 68 M 9' 4"CLG, 9' 4"CLG. ci r1D I a cb o I I I ( UP 1'-01 iv GARAGE 265 LVL 2.oE Fb=2950 VN `� TILE TILE I 'b�O ( I I IFRONT ENTRY 12 I I I I 6� I ry 3-0" I I H8 (2) - 1 3/4" X 7 1/4" 01 _ = T = _ _ LANAI 67 O LVL 2.0E Fb=2950 3 2 X 4 #2 SPF 3 2 X 4 #2 SPF TOTAL AREA 2131 O O Follow Q/S4. See Plan for STUDS w/ 3 16d 3' 4" 6'-ia' 2'-6" T-0" T-0" 2'-6" 6'-2" 3-$" STUDS w/ 3 16d l (2) - 2X4 #2 SYP W/ 1/2" O z O �T� RAG Bearing Wall Call Out When = 1 2668 Tv TOENAILS @ BASE W,H. W.H. W.H. �/1/.H, TOENAILS BASE I = FLITCH PLATE r oo @ r 2668 1 Straps are Required 4 1 B•F• rs BUILDER TO O 0 d d � 0 0 `� B.F. 1 b * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE BUILDER TO BUILDER T BUILDER T 1 ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O.M.20'-T PRQV E PROVIDE p REQUIRED STUDS PROTECTION T.O.M.18'-8" APPLI CE APPLIANC o WHEN REQI. PROTECTION PROTECTION A LAI o r o PER FBC WHEN REQUIRED WHEN REQ IRED WHEN RE 66 PER F C Cl)o PER FBC WHEN REQUIRED B6 o General notes 1 PER FBC 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, ° GARAGE C c GARAGE 1" Provide Y2 gypsum board for 16" O.C. Framing, or 5/8 gypsum POWDER 9'-4" CLG. AFF GARAGE GARAGE 9'-4" CLG. POWDER board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board Q9'-4" CLG. 9'-4" CLG. AFF 9'-4" CLG. AFF 9'-4" CLG. TILE CONCRETE 3'-2" S-2" 3'-2" 3'-2" CONCRETE TILE must be installed on garage ceiling beneath habitable room(s). PWO1 - PWo1 TT� -- - D1 0 -1 D1 --- 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts TYP. ENTRY ENTRY N TYP. b) penetrating the walls or ceilings separating the T dwelling from the garage shall be constructed of a minimum No. 26 APPLIED O 1 H4-SH 9' 4" CLG. AFF 9' 4"CLG. AFF _ 1 H4-SH a co co _ APPLIEp gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r---------------t r� -------------� _� CONCRETE CONCRETE ------ ------------- ----- STONE 1 I 1 C° I `� I _ ° I I j STONE 0 or classl duct 4 -4 2 -0 I I I I I I I I 2'-0" 4'-4" board, or other approved material and shall have no openings into I I the garage. I I I I I I 1 I I I I I I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I I 1 I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire I I 1 I I I I I O7 i I t I PW01 I I I I rn rated door. I TYP, @ K I I I D1 I I I K TY @ I 4. R302.7 Any accessible space under a stairway shall be protected gypsum I GARAGE I I I I I 1 GARAGE I bwith oard. I JAMBS S4 I I ( TYP. I I _ _- S4 JAMBS I '_4" CLG. T.O.M. 18'-8" T.O.M.18'-8' 9'-4"CLGAAFF--- �_-- I I I I T.O.M.8'-8" '-$TCLGfAF�---_----- I I I I I i--------- - - - - - �"Z�CG. T.O.M.B'-8" o - - - - - - - - - - ---'--- _-- 0 5. All doors and windows providing direct access from the home to the N______________ _____ ______-- _-__-_-- - - - - - ____-____ _ - N pool shall be equipped with an exit alarm complying with UL2017 - - - - G - - - - - - - - - - - - - - - - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The - - - 8070 O.H.- - - - 1 Kill En - _ 8070 .H _O _ - - SYM ' RtCAL O 8070 .H. I 8070 O.H. O exit alarm shall produce a continuous audible warning Iwhen the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not T' O" 8'-0„ 2'_8" 2'-8" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 3'-0" acceptable. 6'-4" 13'-8" 13'-4" 6'-4" 6'-4" 13, 4" 13'-8" 6'-4" 7. R302.6 The garage shall be separated from the residence and it's 20,-0„ 20,-0„ 20,-0" 2Q1-0„ attic by not less than 1/2-inch(12.7mm) gypsum board applied to the OOP garage side. Garage beneath rooms shall be separated from all 80r-0u rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also (1787) (1666) (1666) (1787) protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an ■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1st FLOOR n PLAN ® FILLED CELL BELOW2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. �7 r ' Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere sCALE:J/4'=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass C%F C% ' W a r � LL N d cc . d L3 w ,. v 0 IIffill g,+y� , r0 U � C) � " �'°1 ' ` � °� � ����,•6�� f� k@ I I I I I$ Y t' m ������ 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. H W E t o 08 0 o �� W ��-Zro 2 N m v u N J JLL Wti a Z m °' d o W (on m J Z N M Z J 1- OU ❑❑ N a+) o O � o ¢ ti P3 M V) a 0 00 a--J cra (6 w 0 0 W g (� :f N F_ .- urn C) I w � F^ J E R U o U) ®Q Q N QW AL A o w co M h¢ g� Z q J LL C6 E o ;t0 � Z>Z QN M_ E: 80 �� Z© _C10 ¢oa O E N Z a` ¢ z aSw 01 az w t0 m0 � - C Z Y U . 2 0, Z T Z �Z enQu j <m 0 >� 0Q a03 N� Milli <0 w0 z1¢ 0 3 T CM = ai CD LO `'-- N �--` 00 O 00 0 C0 m v Q 1 N L I--- N O < j Lf7 � o z z E E M n U J Q a c J JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 5 j 4.4 3 LO CAD U") ca I? to LO O Or U) C) I 00 O 15. 2 L0 to to LO to Cp O E FT E 0 E2 0 -0 O O C�. S 45 0 hs C, M1 5068 5068 B.F. F, BEDROOMIP • EGRESS 8'-0" CLG. 8'-0" CLG. EGRESS 39X59-SH �a)EDROOM 2 CARPET• CARPET _j, BEDROOM 2 39x59-SH 't'-O` CLG. 8'-0" CLG. A EGRESS EGRESS CARPET EGRESS 181% EGRESS -- -------- XNE 411 101101 ISO 0- ]&-Icc ONSMAIN I co I �,� 0 - 6-10" 66-10" 4'-11" 81-51, 011-101. 4'-10" 0 4'- 10" 11-101, 8'-5" 4'-11" '04 64" 'J. 13'-8" 13'-4" 6-8 " ------------ - 6-8" 13'-4" 201-011 20141 201-011 80f-011 SYMMETRICAL 1787 1666 (1666) (1666) 201-011 (1787) 2nd FLOOR PLAN SCALE: &=V-0 .1 WALL LEGEND INSULATION REQUIREMENTS 8'-8" TOP OF MASONRY WALL (_Ar-%VWIGE) LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED 9'-4" TOP OF MASONRY WALL EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN 18'-8" TOP OF MASONRY WALL (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED ...... . . 2HOUR FIRE RATED SEPARATION WINDOW SCHEDULE WALL -9'-4" TOP OF MASONRY WALL R.O. CMU R.O. FRAME (LANAI), W/ SHAFT LINER ABOVE SIZE (Flange) (Fin) TYPE TO BOTTOM SIDE OF DECKING 12 20X26 184X254 S.H. -2HOLIR FIRE RATED SEPARATION 13 20 X 38j 184X371 S.H" MALL -18'-8" TOP OF MASONRY WALL, W/ 14 20 X 50 j 18jX50 S.H. SHAFT LINER ABOVE TO BOTTOM 15 20X63 182X622 S.H. SIDE OF DECKING 16 20 X 72 X 714 S.H. 18' 7 >/-,7,7 7,7 -2HOLIR FIRE RATED SEPARATION >,>7 MALL 11-12 27 1/4 X 26 26 X 25 j S.H. -20'-0" TOP OF MASONRY WALL, W/ 111-13 27 1/4X38j 26 x 37 4 S.H. SHAFT LINER ABOVE TO BOTTOM 11-14 27JX50i 26 x 50 S.H. SIDE OF DECKING 11-15 27 4 X 63 26 X 62 1/2 S.H. TYP. INTERIOR WALL 11-16 27JX72 26 X 71 112 S.H. BEARING WALL 22 37JX26 364X25 1/2 S.H. 23 37JX38i 36 4 X 37 3/4 S.H. OPENING PRESSURES 24 37jX50j 364X50 S.H. ENCLOSED -EXPOSURE"C' 25 37 j X 63 362X 62 1/2 S.H. t +29.7 -32.2 +29.7 / -39.7 26 37 j X 72 362X71 1/2 S.H. +28.3 -30.8 +28.3 / -37.0 DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. +26.6 -29.1 +26.6 / -33.5 32 54X26 524X254 S.H. SEE N SHEET SEE SIN SHEET 33 54 X 38 j 52 JX 37 1 S.H. 140 MPH 34 54X50j 522X50 S.H. 35 54 X 63 524 X 624 S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES 36 54 X 72 522 X 71 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES 39X59 40 X 59 N/A S.H. SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 DOUBLE 39X59 79 X 59 N/A S.H. AREA TABULATION (1666) - HEADER SCHEDULE 1ST FLOOR LIVING AREA 674 MARK HEADER SIZE REMARKS 2ND FLOOR LIVING AREA 992 (2) - 2X6 #2 SYP W1 1/2" H1 LIVING TOTAL 1666 FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" GARAGE 264 FLITCH PLATE FRONT ENTRY 98 LANAI 120 H3 (2) - 2X1 0 #2 SYP W/ 1/2" TOTAL AREA 2148 FLITCH PLATE AREA TABULATION (1787) H4 (2) - 2X12 #2 SYP W1 1/2" FLITCH PLATE 1ST FLOOR LIVING AREA 759 2ND FLOOR LIVING AREA 1028 (2) - 13/4" X 11 1/4 LVL LIVING TOTAL 1787 2.0E Fb=2950 (2) -1 3/4" X 9 1/4" GARAGE 265 LVL 2.OE Fb=2950 FRONT ENTRY 12 (2) - 1 3/4" X 16" LANAI 67 LVL 2.0E Fb=2950 TOTAL AREA 2131 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General notes 1. R302.6 (Table 302.6) If water based ceiling texture material is used, Provide Y2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Y2" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. 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 have no openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected with Y? gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an M CONT, FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (11829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) have openings through which a 4-inch-diameter (102 mm) sphere cannot pass ci C= C1%j Y' ai;, CL N j $1 % aO op U Zj 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. AN =L E 0 q yF 01 49 sonV I., IF - - 0 t� � �! -, 9) -_ -_ ! LL LL Lu T Z :4! 9 ce Z� 0 R co . (5 M Lu Z co LO 04 Z < co r IL N do 00 Z w W 17711] o rx- V) 0 0 Z 0 L.Li Jim CJ -2 8 allE < o Q0 W C"> co Z U_ ai E 0- E 8 �E U, 10 a a- W � cc 9 §1 0 0 0a O Z a 6 ,Z 0 ffi Z MEMO!!C 06 .0 0 Z I wo co o Z 0 gas 0 1 Z I W C-) < o C=> C� .0 > (y)rn i6 LO C1`4 C-0 C=) Ir- < r-00 co C:) I c.6 .i 00 0 Cfl ch C14 CN LO 0 C1 �0 CD4 C\1 I- CN CO LO E E 00 0 Z M Z =3 i6 E (D 0 �6 E 0 0 _j Q _j JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO, 6 c Lr FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM F FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) Eg FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 80'-0" I . 20'-0' 1. 29-T , - 20'-0" 20'-0" I (1787) (1666) (1666) (1787) WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL T -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -^a ��, ��, -2HOUR FIRE RATED SEPARATION 1 WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL 1st FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" N N c - ry Ito -- � o Gi W 7 s 0 CL� o ; ch r - S: s _... CD 0 �'O � }` v \\4d�' `J a 24� f�/a�eaSEnk��az�t�� it To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W aE 0 g � V b SO 00 N r 0 co roo �j # M � Q J W Cq 4: JLL� W a L N a W Antis t» W (n to m W a u) N Z Q co LLN OU Z o W o0 Z N M O OO z � d Q d. n Wv) WJ /1 , / M1 C W lJ O W m � a V O w o In C04 ^ m CD C) W J W g z� U to y c co o Q � W M ch z2 g S z 4$ lJL E zo Y� Q U �10 w� 0 o¢ N i a< ¢z w ¢y wz yU m¢ o OzZ ZW m QCl)i z oa z 5� Q a N W Jw� 'ct zla a= � 3 C 21 N M T f0 Q ^ O LO H N oo � R3 O aC ' C,p U co CJC)CO � m Q u f— 0 N O N Ln N LO (0�-- rr� E m 1 0 Z Z y E tU tis m Ei JOB NO: 22-06569-06566 SCALE: AS NOTED SHEET NO. 7 WALL LEGEND FILLED CELL LEGEND --T-T—�- 8'-8" TOP OF MASONRY WALL CONT, FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM (GARAGE) FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 9'-4" TOP OF MASONRY WALL FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM 80'-0" SIDE OF DECKING 20'-0" 20'-0" 20'-0" 29-0" of' y ;,;. -2HOUR FIRE RATED SEPARATION 7 WALL -20'-0" TOP OF MASONRY WALL, W/ SYMME TRICAL 1 SHAFT LINER ABOVE TO BOTTOM * SIDE OF DECKING TYP. INTERIOR WALL 0 o I I I o o BEARING WALL L_------ ' -- — 0. BATH ------- ----------- ——��------ 0. BATH ' ----------- ------------ I 0. SUITE i 0. SUITE 1 W.I.C. 1 W.I.C. I I 1 \I I -----I 0. SUITE ii u I I i// i 0. SUITE7 I I o 0 0 0 ( I W.I.C. I 0, BATH 0. BATH i W.I.C. I --------- LOFT I I ( t LOFT I II I I Ell ZE II I I LAUNDRY I ------- II ------- - I I I LAUNDRY In 00 - ----------- I II II I I ri ------------ I _ LOFT I I, LOFT II I I ---- _ LAUNDRY i I LAUNDRY-- I 1 r—n- 1I p — — I I 1/ \II __— O- BATH 2 I i—_-----BEDROOM I 1 I I 2 - �- - I BATH 2 -0 - -TT I --BEDROOM 2 ------i I I I I I ----------- 11 BATH 2 I I —.--------- _--------- -- ---- BAT 2 I BEDROOM 3 BEDROOM 3 I ! I I BEDROOM 3 BEDROOM 3 ! 1 I I BEDROOM 2 BEDROOM 2 --r-- -- -- ---•-- — — — — — -------------------------J ---r-- I 20' 011 20'-0" I 20'-0" 201-0" 80'-011 SYMMETRICAL (1787) (1666) (1666) (1787) 2nd FLOOR LAYOUT PLAN SCALE: 3/16"=1'-0" c� ry C CD cam``• •Rx+.. tA- � v o; a d co r to G -_ o. tj oy�&r�i@�ll������AE�°grl8® r �° Y r Y �tf��fdd i 1 o CV w � °O "'a' d� IF ��y��a Rrl,���i ✓� G t E L $�$LQ�yt�¢�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E 0 g � (j o m '0 $ o LO a) � U) Lo IR Cuj J 2 U-,n J U_ V- 555 ". Z d y W 0OY�. 7 f6N 5 W �6' � 6 on w Z n N Z a JrIL N O U °mod o Z W ❑womb og Z N z o � � Q� J L1. N N U V I z V V/ o Utp Ow N c cn U x�o I w 9 k— J oE L U Rig Q � Ym N 0 li oz Q w co M oz Z < 14 O Q wo �O Uj� >� QN Z 0 co V OU wa o¢ 0 00 ❑a 0C N I� °az o az rip - zi oy U wm m0 O¢ z z N J ¢ QW Z V) a. � o. wT go a mw W o CAD w¢ �- a ZR 163 C L > M TT m m CC O LO F-- N --� Co Q 0^0 T T co Q M W to 'v^J� m I Q LO � 0 N M N LO Q T E C � 00 O Z Z � iri E co d f4 ELU E Q p JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 8 Cn Cr t 0 00 LO 0 J 0 I co co Lo C I IT 0 Z2 Lo cc 0 00 0 Z. i LO co O I co in in Co 0 tF 0 rn5T d i 0 FU— 0 G. a IS O `v c y L� 0 U C i 'o CL 0 0 J N t7 N N N c\p 0 1-1 a 0 [V 0 Q m v N COACHMAN COLLECTION COACHMAN COLLECTION II 1FJ F2 COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 SERIES 2, DESIGN ARCH 4 SIMILAR SIMILAR SERIES 2, DESIGN ARCH 4 (1 787) TEXTURED FINISH (1 666) (1666) TEXTURED FINISH 12 5� --- ------------------- �AI AID TEXTURE FINISH 12 OFF RIDGE VENTS, TYP. OFF RIDGE VENTS, TYP FIBERG — — — — — — T — — — — — — — — — — — — — — — — — — — — — — — — T — — — — — — — — — — — — — — TEXTURE Z—FINISH I 12 — 12 --FLASHING 4 -- -- ---- 4�........ —L-- ---- - — —+1" PAD FLASHING- - -- --------------�- 16" BAND 11 1H H COACHMAN COLLECTION SERIES 2, DESIGN ARCH 4 (1787) FRONT ELEVATION SCALE: 3/16"=T-0" 12 5 ff TEXTURED FINISH STANDING 12 �7 ----------------- SHINGLES SHINGLES — —FLASHING +1" PAD — — — — — — — — — — — — — — — — — — — — — - 7-1 — — — — — — — — -- I TEXTURE FINISH 0 E I (1787) (1666) I 0 TEXTURED FINISH— i I � N r (1666) 16" BAND- (1787) REAR ELEVATION SCALE: 3/16"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier 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 ew cC=V C%A LLI o amp t9 C.1 Nf. ea ca L '.. 'n N d Q f0 o� CJ a 3 es -ia y a� a to _ a i O. OWN v , .� G n cA Z CV Ul 4 � ` WN 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 a 8 0 V N O C D r N N_ NO J N aj M V J LL u-W u-Lu i U- o O Z Oa- NCV �_ Win�4jQ' m w Z co LL N M Z Q J N OU ¢ o W El El V M •'O- co 1 Z N Cl) z IR J a M WLI) z Ch `o u- 'rt• a--+ o JL.0 � Oft A 0 C5 V) U) U w — ' E 0 '. L zl/ ®Q m U o Lv N N N M o co i; 0 Z U- E 0 E wo o1 �1z � }� <a _0 oa N O E g0 O¢ Qa UO O� az C140 L 6 W -�-. (� C C ❑ z 0'Y O m 0 O� Z }� Z C/J J ¢mom Z oa g0 Q 0. <� r= o cr) V ww N a o3 > co I... Co O � LID (y C.0 O^�O C:) co 06 � m Q T ��/A' v / 4-0 LO CN .� o N O M LO N LICE d- (0 Q r m =00n o Z z CD c o a. U � Q p JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 9 A rn b to 0 42 0 0 CJ�p ILi 0 I cep 0 I N 0 Crr .�S L0 co 0 In 0 0 J rn to co 0 I ra to to to 0 N 0 c 3 C Q d 0 o. E 0 0 c N a� L�. 0 0 U .a n- i 0. U J a� 0 N 0 0 a N cV co 0 0 a m b >N C 80 --- ��---------------------------------------------------------------------- TEXTURED FINISH 1 H3-SH FLASHING METAL ROOF -- 7�-9" x -- PAD7:12, PITCH ---- -------------------------- ------------- +1"PAD ----� HEEL - - - - - - - - - T.O.P. HDR. _ 12 F_FL-- V _� EXTERIOR PLASTER ON FRAME------_ BRG_AT GARAGE fLf L. 111 2'-2" TEXTURED FINISH---\ "OR 12 5� (1787) 12 �5 16" BAND 12 Q5 ------ FLASHING — —. TEXTURED FINISH -------T.O.P.-- HDR. 12 V _F.FL___ EXTERIOR PLASTER ON FRAME_ CLG_HGT. B_R_G.ATG 2-2" FFL___ LEFT ELEVATION ------------------------------------------------------------ ----------- 4' 11—_1_4" TEXTURE FINISH 1 H3-SH FLASHING -------------- CJ TEXTURE FINISH x T-9" METAL ROOF --- 7:12 PITCH - -----PAD --- ---- -PAD------ - - - -- 16" BAND (1787) (2) 39"x59" SH TEXTURED /—FINISH SCALE: 3/16"=1'-0" RIGHT ELEVATION SCALE: 3/16"=1'-0" C 00 0 co 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. overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier 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. a ? W Cl- -: 9 0 o ly !Z SE • --i `• "c U \,�P ••• �. ••• F La 7 /NPif1!!lillt'��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W :. H `ro E .0 Milkg 8 V 0 N r 0 ,-0� y N vtr`r`� u :i N O r1 Q C J u- W U- IL J - -d � a 4 Z m c rn r mpg 8 ��m p Y W _' N C0 Z LL t7 U Oa o Z y� W a o z N M 0 z Q � a v UZON - E3 M U) N z u- a-1 V OLU g V) c w �N U L" 9 U ° ta, U) m 4 N O m �� ti C:,� W M Z¢ U- E z. >� �� Q 0 E V w� _0 CU I— Ko 0 0U 0 G7 N ap w0 ao d Z ¢ _ L � � y m� �Z m <� ¢ w �Z N 3 0< 30 a �w o 0 0 C.0 tiw =14 �ti 0 o T > (� I^ m Q cc r O L7 Ln E-- N C-0 � Q O ,— Ob Cr Lfl .�— 120 (� Q N LICE .S� O Q N LO C r � Z m z E ID m c cc o. E -• v U 0 Q p c c a) JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 9.1 3 i cn� 0 L0 cn 00 0 I C=) O J Oi CO LO O cfl L0 CO Ca O A FE P- 0 r� L0 O 0 .J CLD 0 to to to 0 chi 0 C 4L IC Q N N 0 d. CD E O x c C J y N 0 U -E 0 U CL 0 0 0 N 0 O <Z c� N CV v 0 0 5INK KIT "EN NT TO �� < Oil C L NOTE: W =1/2 OPENING DIM. INSTALL OVER STONE, TTP, VARIES @ FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH a FOAM/ EPS MATERIAL IS ACCEPTED ,Ir JV I 1787 +2" +1n +2'1 NOTE: • RAISED STUCCO BANDS • TRADITIONAL LOOK & SMOOTH FINISH 1666 PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 44 102" FRONT VIEW SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH FIN, TO HAVE TRADITIONAL LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW 1, -In" "21" SIDE VIEW BRACKET NOTE: • APPLIED TO EXTERIOR FINISH • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED FRONT VIEW 70 W, o cn m sit u:- ct- N - N 7� � p IIf o Y Q d .3 cc Cc3 sa as u ^ N C O O i CV a CV N 0 CD 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. N W Q p N o v �,_0 m N O 7-1 b N R# 120 LL 0 C14 0 * J Q C LL W LL LL J 6 LU Z —ern a s r o _ W mN� S O W �0 pj6' cow i N 0 Q LLW a N � OU 8 Z ❑O z N o o Z m N Z o ad Q J � an N r� L!) Z v 0 i- cn �0 g 0 w gJAML U w J F— — E ? i' NC,AM C CDz ch Cl) z � z Q o z o� 0 Fz z® oa ca Q U� CIL O E Xo 04 �o 0O �K �z d N <z g az wz E� mo ` Yo U z z Q W �z cn o� goo Q o! a nw W <� a ¢p O u¢ a OUS z¢ o r � M T ui Co CL LO N o � co o U Ob co L0 C Q m U Q '0 NC\1 CN Lf� F=— CD LO N d- co � r iri o Z m z � E CD a`ri C6 C a E L N U J Q 0 C J JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET" NO. 9.2 _ �. _ ,.,:. a r !r .ten ao�.�lIT t �l a �. � r t r m a C � . �11e?II�I i i I •ICI IF -t llllh ' O O O 00 MIRRORMIRROR o o ®� o /I ❑ M TIN Q /// M r N _ �t MICRO W/ VENT ao pp 60 © GV i V 04 � W r bo 1`• CD CONT. HANDRAIL b o o Dw o o ry _J o a M M co a M VERIFY RANGE �, RETURN TO WALL DETAIL W/ PLAN T' ASCALE: NTS d� �' ev •.aa � TYP� ARCH DETAIL BATH 2 OWNER'S BATH KITCHEN KITCHEN KITCHEN > e eo o'.„ SCALE: 1,4"=1'-0''(1666)INTERIOR ELEVATIONS �'°. . SCALE: 1/4" =V-0" NOTE: INTERIOR FELEVATIONS WILL BE OR THE REVERSE UNITS. N 0 0 Stairway- construction and handrail to conform to the FBC Residential section R311.7 -- c� 0 Riser height: The maximum riser height shall be 7 3/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. MIRROR .1 U MIRROR rt MIRROR o _ DRYWALL Tread depth. O i+� co i� ❑Zo The minimum tread depth shall be 10". The greatest tread depth within any _ /�/��� /��� _❑ flight of stairs shall not exceed the smallest by more than 3/8 inch. ? _ _ _ MICRO W/ VENT 1 1/2" MIN. CLEARANCE Handrails. Q 00 00 Handrails shall be provided on at least one side of each continuous run of h treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface - v of ramp slope, shall be not less than 34" and not more than 38". Handrails M o o U o DW O adjacent to a wall shall have a space of not less than 1 1/2" between the M M �`� 2RANGE 1 1/4" TO 2" DIA HANDRAIL v wall and the handrails. TDTo the best of the Engineer's knowledge, information and belief, Q NO LESS THAN 34" NOR s [n MORE THAN 38" ABV, TREAD the structural plans and specifications contained within these Grlp-SIZE, drawings comply with the 2020 Florida Building Code - 9 NOSING Residential 7th Edition. Engineer's signature and seat is only for Handrails with a circular cross section shall have an outside diameter of at 10 the structural engineering portions of the drawing pages bearing METAL HANDRAIL least 1 1/4" and not greater than 2" or provide equivalent graspavility in 6 Engineers signature and seal. � BRACKET compliance with FBCR Section R311:7.7.3. 3 0 PWDR BATH 2 OWNER'S BATH W Co Guards. KITCHEN KITCHEN KITCHEN w o E Lu o Guards shall be located along open -sided walking surfaces, including a N N �, S o stairs, ramps and landings, that are located more than 30" and shall be not 0 � S N N BLOCKING AS less than 36 Required guards shall not have openings from the walking (17 8 7) INTERIOR ELEVATIONS 0 `� LO N o Co 9J REQUIRED surface to he required guard height which allow passage of a sphere 4" in 4 m LL U- ii o diameter. SCALE: 1/4" =V-0" NOTE: INTERIOR ELEVATIONS WILL BE @ �, x FLIPPED FOR THE REVERSE UNITS. '—° o zs 0 Winders. .� N 3o Winder treads shall have a minimum tread depth of 6" at the narrow end o rn m and shall have a minimum tread depth of 10" at the intersections with the LLZ L N ° d walkline (12" from the narrower side). (9 N o Z �a 00ID Z U W LL 7 w ❑ I] 39 HANDRAIL DETAILCD z_ � SCALE: 3" =V-0° O Q M PZ � ti O0—i +_J 0 42" HALFWALL W! A 42" HALFWALL W/ 1 WOOD CAP A f^1 WOOD CAPcc .O to w o O N N 10" 10"Vol a`s STAIR DATA" STAIR DATA" wig 8 17 RISERS AT 7-9/16 17 RISERS AT 7-9/16" c j 10" TREADS w/ 1" NOSE 10" TREADS w/ 1" NOSE m (2) LAYERS OF 3/4" (2) LAYERS OF 3/4" M Z = Z o PLYWOOD PLYWOOD W } E Z " PLYWOOD 314" PLYWOOD? cv (2) LAYERS OF — (2) LAYERS OF ~ � o ¢ o a� °< 0 17 17 STANDARD (3) 2X12 17 3/4" PLYWOOD o f a z a z �. a '' PLYWOOD Mi<r Mir N ra o w o �! STRINGERS W/ SIMPSON A35 a, I,_ <o E 16 CONT. HANDRAIL 16 '� CLIP TO FLOOR SYSTEM 16 � Y o & U Z '� --- 15 — 15 15 rn ¢ Z a 8� °. Z ? ¢ Q w w N F 0 14 14 14 dLL CONT. HANDRAIL o <Q �3: o 13 13 13 Co Ww a. w Ir =1a ° 3 �_ ui U 1 2 z y r o Q 12 STANDARD (3) 2X12 v =„n Q STRINGERS W/ SIMPSON A35 ��� > M w J 11 A 11 CLIP TO FLOOR SYSTEM 11 vi m U r L) y ¢ 10 10 1Q ¢ OLO CN O w f--- o _ 9 9 (2) LAYERS OF 3/4" 9 = ^ to PLYWOOD 00 i) T Q v co C) 0 8 8 oy w 00 (3) 2X12 #2 SYP 8 O g STRINGER CID Cr o O 7 7 (2) LAYERS OF 7 A CL7 U) °° Q PLYWOOD CV 6 6 2x FRAMED r� 6 _ .'� N LC> cN.t (3) 2X12 #2 SYP WALL .- = O O N 5 5 STRINGER ' DRYWALL 1/2" DRYWALL t° 5 = N Mf> 2x6 LANDING 4 _ 4 �- � N L THRUST BLOCK SECURED TO a o SLAB w/ 1/4"X3 112" TAPCONS @ Ecc c QO 16 3 16" O.C. 3\ z 2x FRAMED \ o v WALL Co :? c � a v N 2 2 ¢ o N (3) 2X12 #2 SYP JOB NO : 22-06569-06566 STRINGER 1 SCALE : AS NOTED o SHEET NO. (1787) STAIR SECTION m (1666) STAIR SECTION 10 SCALE: 1/2" =1'-0" SCALE: 1/2" =V-0" v v� I SYMMEFRICAL (1787) (1666) T (1666) (1787) ROOF PLAN SCALE: 114"=1'-0" .t o e.1 7 W 2co C-I rr L� 7Z N. L ::7fA 6i id`�t4t�„ C C :j ' d C- 7 fCD C G .. _.. .. L tl� w ° N 6&p, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. V) W �E Q N W N N W 0 M tnrti° N M Q C J LL W co LL u- o M C aW Z m II:r a o = W 04 0 co 0 — N M Z QIL Z N O U 0. W ❑ ❑ C M L�2 z N M O OATM z N z a � J a. ;n N M U In z arill v (.D _o w U '`� ( `r w o L40 c U) c W � � c4 MfgE � z = w aQi U o `5 `t $ (� m o J z w M co z ZO S Z Q ¢ ® d yj CV gU aF UO =O 0Q O NL Q) d U wo 6� a Z _ C' �Z OY U mg O O¢ Z Z mm QW �o 02 ° w� a z (nw ti 2 a� ¢� Mi 0o co <t' FF zl¢ ao 0 � C o T E2 > M v) O 111-0 O "r— co 06 C U co C0 0 O Cf:> r v J ca Q N 0 c C= N Lo (� co :O cj- Co E I /�/� W o z M z _ w E ( N (a a E U -j Q p JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. v c) 0 L0 0 I 0 Zi CT> C0 rn 0 I cfl 0 I v C C/) 0 L0 0 I 00 cR CD (1787) (1666) ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft AND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -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: Y16" EXP. 1 C$16) or 7%2' EXP. 1 (3%6) TILE: t%32' EXP. 1 (3y,6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y3Z', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2'/Z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL - -21HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -21HOUR FIRE RATED SEPARATION /%'•�� ��WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO, 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: 'e. SIMPSON HETA16 @ 4'-0" ..-\O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ 4'-0" O.C. TO GABLE TRUSS —COMMON TRUSS 'a. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" LOW ROOF & FRAMING PLAN SCALE: 1 /4"=V-0" 12 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 1 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"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)1Old x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SOS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Old 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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED W/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (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) 16D SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od 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 605 12-10d SPT 24 1090 1 1 12-10d HCP2 1 590 555 1 12-1 Old x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 5f, INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER 2 PLY CARRIER --I - (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS cli c, LU cn ; � tu, a-� o. -a u00. a d Q= `� C2, s w ; s•— W cc o a 0 ��a Vd N r� C T`0 s 9 69* `` UO T Q 'fit �F ` LC' d E S, 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W d E 0 0 CO Co C9 - E 0) rn r` r- n ca S J Q J�li 52 Wa 0 M My 2 LL —a a 4 Z t mo z � o W U) I Mox Z J L0M Z Q ILU C14 ZO< 0 W p� C M og z z � � d N M U) i z a U o W ' L� Q, { 4-1 W U .6 O W g V) C N �N (a i- n U W m J E �i U N � R o w co m¢ z �o os Z" qs QE 0 E: U z® °w r It=° a� 0° ° d N L a z w o ¢a W z wg cn C - V2 �o m of Z a >z o< go a �W W <� d= a J o < =3 �0 }T � �7 w z. a 0 o r > Cy) Z� rn m �._. L0 -- CV O co 06 Cfl =3 u Co O CCU ' ^ m N Li 0 � N Ca .�i C> N � N C� LIB CO r m M 00 o z z i/i E (D FLU E � Q c JOB NO: 22-06569-06566 SCALE: AS NOTED SHEET NO. 12 v+ 3 L 2r to 0 Q 0 I Do to L0 to 0 1 co CO CID C= v c r� O Lo O 0 CO CIO LO CD CO � O I v D- 3 H N 0 0 b v N v c v .o i 0 8 J N L�- 0 N C\O �0+ CM O CL N 0 Q m -v v cn ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!9 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] a=4ft AREA ROOF 1 I 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 49.57 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60,99 1 -60.99 1 -78.58 —�— — — —r V12 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 FIELDZONE 2e, 2n, 2r: ASTM Fi667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDI I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I ROOF SHEATHING: I O I I O SHINGLE:/s" EXP. 1 (24s) or a%z' EXP. 1 (3�s) 1 I I I® TILE; %2' EXP. 1 (316) I I r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS �4, 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" 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. [4:121-[12:12] WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL 4 4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING � -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM ' MASONRY WALL OR BEAM SEE TRUSS PLAN r— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: °<. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ 4 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS a SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1 /4"=V-0" ivi UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 1 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -1Od 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 HD36 * 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 -1 Od P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32)16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1 1530 1285 24-10d x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 109fl 12-10d HCP2 1 590 555 12-1 Od 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 1360 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 MAXlUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (Ai TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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�IR (A) INTERSECTIONS. SPLICINGTO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CQNT LEDGER r(ji co i OD W Cl) IL IL N IGcr> C� 0 0. 8 z 812 0 CfCU 00 ) :04 LO 3 SEE SHEET D1 FOR ROOF FRAMING DETAILS N � :a as -o C1 !Q ✓ N � 3 v,s c m to N �+ = G1 o = a � . w �e\� �O • •• a �' E LO / ��j��11101t111 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 bea I II COMPWP /� II � II---GF_I�----- ----- ---- II II II o OPT. CLG. FAN/ 10 { f LANAI \ LIGHT PRE -WIRE I I \7/ G P \\12 II 1 I I ,/G i G TV❑ II / 1 I i OPT. CLG. FA 16'-0' I I , LIGHT P - IRE LIVING \ 1 3 � I / I I I i M / OPT. CLG. FAN / I I 1\\ DINING LIGHT PRE -WOE c,\ /) / I I I I I I 2'-7" I I ; TV ❑ I I I I =E / I VERIFY METER LOCATIONS WITH BUILDER GFI '-` GFI \� PROVIDE 12" MIN, QFI \ `\ VERT. SEPARATION FROM ANY/ALL ,IFI /--- UNDERGROUND UTIL. I \ W� KITCHEN II li ----- \ DED. FOR 0 MICRO I -- C FI ` REF — — LIGHTX TO — ENTRY L GFI -- GFI - --- -- `\ db ABOVE CH j I I � �\ I ---- I I ID I , ,/FOYER - I y� 3'-0" 4'- �SD/CM n r "41. /4 /3 1 1 1 1 WALL LEGEND r ; ,; , 8'-8" TOP OF MASONRY WALL 77 (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL -2HOUR FIRE RATED SEPARATION WALL -9'-4" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING % , •, 7-2HOUR FIRE RATED SEPARATION �� � �� � WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP. INTERIOR WALL BEARING WALL •- LIGHT PRE -WIRE 1 LANAI WP 1 1 1 1 1 1 1 1 111 I ;;IIIIIIC+71)� �.__ _____,IG�+111111111111111111[+�+Illllllllllllillllilllli i �'II� ill i /F, DINING I KITCHEN II Ir• �� , 1,• .10 1' �• 1 1„• . p 1 1 11 � mill oil, T-1 LIVING FOYER i I 1 i _ () GFI @ 44' I ' .�_� G•� @ 44, CH CH ' 1-IN, A.F.F. ��� \��� A.F.F. VERIFY W.H. /' VERIFY 1 / LOCATION \ O LOCATION `\\\ 1 Cl) I ELECTRICAL \\ ELECTRICAL \ 3 IPANE 1 PANEL 1 DB \ \ \\ GARAGE ► GF 1 \\� GARAGE GARAGE �I \\\ LIGHT AS GARAGE \ LIGHT AS / PER SPECS PER SPECS \� GARAGE i / i / ENTRY GARAGE �� I I —DOOR-------------------GFI r GFI I I I I I I I I I 1 I I I I I 1 I I I I I \ i I I I 11 I I I I \ I I I I \ I I I I \ I I I I --- ----------------a---- I I \ I I I I --------------- --------------- , OPT" LG. FAN/ LIGH PRE -WIRE ROUGH -IN `\ ` FOR OPT. ; FAN/LIGHT I I q. i00 / / SYMMETRICAL COMP. _ II II SL N� - //, II I II \\\ GF 0 / II ------------------ -- OPT. CLG. FAN/ ---------- LIGHT PRE -WIRE LANAI GFI \� GFW A 0 y REF \ ZI KITCHEN DININ nn , SINK DW FL---, "0 GFII GFI GFI - - --� - SO M 10 T-1 Qj' \ LIVING LOIGH PRE -WIRE 12 SLTGHT - -I LV �J /�'4 ROVE / // / ROUGH -IN _ / % FOR OPT. FAN/LIGHT 0 \\FOrYER r / vo GFI \ 1 YIJBI ENTRY `\ 1 r I 1 /I I a; ,I ` COACH LIGHTS I COACH LIGHTS // SYM TRICAL \\\ � OR PREWIRE AS .1-4 � OR PREWIRE AS / I�,,� ��-� �/\/P � ." WP � PER SPECS � W �.� PER SPECS �� WP .._` (1787) (1666) SD/CM MrSWITCH GFI' 44" A.F. ji' VERIFY `�� W'H' LOCATION / ELECTRICAL \` / PANEL r I , I I r I \ \� GARAGE GARAGE � I \* LIGHT AS / PER SPECS / GARAGE ���Ile DOOR GFI I I I I I I I I I I I I I I I I I I I I I I I I — ------� COACH LIGHTS OR PREWIRE AS I PER SPECS ��� WP (1666) In OPT. CLG. FAN/ / LIGHT PRE -WIRE / 1 TV I ,G / LIVING ``' 1 __ ;o IT TV OPT. CLG. FAN/ LIGHT PRE -WIRE LC�� G � ` OPT. CLG. FAN/\ L'IS�iT PRE-WIRff \ I I I 1 1 I 1 1 \ I \ I �\ GFI GF1 3 ' IL GFII GI / DW I�'STt71K\ KITCHEN iO I DIED. FOR / I ` MICRO 0 `I REF �J Gt ___ _ _j ENTRY GFft GF / I Elf/�-- ,�- FOYER `: -�O� I \ j SD/CM -6„ T-0" 1 3\ 41 AT, P I �� GFI @ 44" () _` A.F.F. TVEj�\\ \\ O // LOCATION \ / ELECTRICAL ` / PANEL / I I I GARAGE / 1 GARAGE / LIGHT AS i PER SPECS GARAGE �-DOOR-_ --------- GFI I I I I f I I I I I I 1 I I I I I I I I I ----I----------------- I — --------------- -------------- COACH LIGHTS WP � OR PREWIRE AS PER SPECS 1st FLR ELECTRICAL PLAN SCALE: X"=1'-0" 2/0 CU GEC CONNECTED TO LIFER AND (2) RODS 10 150 AMP 00 150 AMP 150 AMP 150 AMP (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (2) 3" SCH 80 PVC CONDUITS (1) 1 J" SCH 80 PVC CONDUIT WITH (2) 500 MCM XHHW AL WITH (2) 2/0 XHHW AL AND (1) 350 MCM XHHW AL (1) #1 XHHW AL EACH CONDUIT (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL 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 zis DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET Fw.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--�— FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) 02 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F, O THERMOSTAT ELECTRIC METER own PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J C`!` /7 ACC` CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT cam � "O I iJ o f c a mC-4 ay � J O N N Q N N 0 to 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 W d. E 0 tcm, 8 O o? oo 10 0 cj n Lo r—r J iA co CD C Q G -j �u-LLwa # LL LL w ° Z Fern = o Cn z a wI 0 W Z LO N Z Do 4 � N OU W E3n M z n o z 80 z a M N z � a Cll LLJ � U — � 0 w C F-W �.. (-) 6 W J L U A Q N 0 o �w M �3 Z Z¢ Lt- 21 E E �� �0 Z® °wd U {Ca KO OQ 0O U o� z o E L 0,MZ G y � o Z m o W zN=YzZ jJ a z h i5 Z az W <o _� 4 Y .-, m CD � rW o� ZI¢ a0 o— U o T (yi _ 6i m ca L0 N r` o OHO _ � O Q r U OO Cfl Cr 0 O co r m U)04 Q N ILf� I-- 0 ti N O CVLO b Q r E o z z '100 N E (D a E U 0 C p JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 14 Cn 3 v v to Q a I 00co O J to LO to t L0 a> `v Q C'0O 0 I Q J O ir) b 1 to co LO 0 a> v cn O .a a Ot Q 0 d C F— a E `v i `a v c 0 U 0 a c 0 a 0 t� N 4 0 a N N 0 m -v rn WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL + . . -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING -2HOUR FIRE RATED SEPARATION WALL 20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING TYP, INTERIOR WALL BEARING WALL I I I r-------------------------- (1666) SYMMETRICAL B SYMMETRICAL (1666) I — — — — — — — — — — — — — — — — — — — — — — — — — -- (1787) 2nd FLR ELECTRICAL PLAN SCALE: Y4'=1'-0" Riser Diagram 4 UNIT BUILDING 2/0 CU GEC CONNECTED TO UFER AND (2) RODS 600 AMP SERVICE 00 150 AMP 00 150 AMP 150 AMP 150 AMP (2) 3" SCH 80 PVC CONDUITS WITH (2) 500 MCM XHHW AL AND (1) 350 MCM XHHW AL EACH CONDUIT (4) METERS PER BANK (1) METER BANKS PER 4-UNIT BLDG. (1) 1 " SCH 80 PVC CONDUIT WITH (2) 2/0 XHHW AL (1) #1 XHHW AL (1) #4 XHHW AL TYPICAL ALL UNITS NOTE: • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. • INSTALL 2" CONDUIT TO METER CAN • INSTALL A MAIN 150 AMP BREAKER IN PANEL 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 forbid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors, 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12, Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be Included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 104 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR GM 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. THERMOSTAT ]M ELECTRIC METER tL ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G T J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT t o �05 cc N A vQ •N -6�� i N W`C.t d i3 Nr' 10 yi:' C1 c4 y` i' f N N 0 N c� 0 Co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N II-- a E QC C' M 8 V W Cc:N po h QS i nt-�� d/i aj ch V suzzss �\, C _I S V J LL LL 5 'C 0, c i.i W a d Y Z N cc 0 e2 N r- W (1) Z co M Z 02 L1J 4 0 N O U < cs W ❑❑ M ry o z o �c N -- M to Z a CA s (1) � c/7 (a LLJ U 0 Ljj o N w V m w_ J x lr 8 (� o I c C/) N �w < E® U Z� oa L) p EerCaes wmZ3SZ>¢Y 0 <Z¢ L W0 ¢0 u�® OZ}Z°oT 0O UO9 O 83<ULLJOFF`u+ c O r LL O >M 0 17 bi 117,111 LL 0 O - LO n04 OHO ,Q r � O oor 06 C.0 O O C fl 65 m Q a.•+ NM Lo LO N r M E 00 � Z pru Z N a- U _j Q 0 JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. 15 Riser Diagram 600AMP SERVICE 4 UNIT BUILDING SYMMETRICAL (4) METERS PER BANK (1) METER BANKS PER _ II COMP. 3COMP. I� II ' �� COMP. COMP. II — 4-UNIT BLDG. 210 CU GEC II I t II ( II I II CONNECTED TO LIFER AND II it II II (2) RODS u_--— — — — — — — — — — — — — — — — — — — u--- — — —u— — — — — — — — — — — — — — — — — — — ---� LANAI i LANAI LANAI LANAI II II II 1 II I I —"— `— ++---------_— I I (2)3"SCH80PVCCONDUITS I 1 I 1 () 500 MCM XHHW AL (1) 1 �' SCH 80 PVC CONDUIT WITH 2 WITH (2) 210 XHHW AL I I I I AND (1) 350 MCM XHHW AL (i) #1 XHHW AL EACH CONDUIT (1) #4 XHHW AL LIVING r �' LIVING I I TYPICAL ALL UNITS --- rT it I I II "0 II I REF REF I II NOTE: i I I ( I I • ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. Uj a INSTALL 2" Lu z KITCHEN DINING DINING KITCHEN z INSTALL AMAINDI OAM BREAKERUIT TO METER NNPANEL 01I < I;0 WALL LEGEND DINING I --- SINK DW DW SINK DINING I I , , I r — — — � r — — — J I 8'-8" TOP OF MASONRY WALL I I L°---� I I (GARAGE) 1 I ______ L—__—_J L—_—J I----------� C----- ---- 9'-4"TOP OF MASONRY WALL I I I I I I I I 18'-8" TOP OF MASONRY WALL VERIFY METER LOCATIONS WITH BUILDER -2HOUR FIRE RATED SEPARATION i WALL PROVIDE 12"MIN. !�.'� —1 ----- I 11 1 I _____ F— (LANAI) , W/ SHAFT LINER ABOVE I i +� I TO BOTTOM SIDE OF DECKING VERT. SEPARATION ° �.. _ _ _ _ _ _ 0 0 FROM ANY/ALL j _'�•. I ----- LIVING LIVING _ ----- L I -2HOUR FIRE RATED SEPARATION UNDERGROUND ``` SINK DW it +_� —_—' ---- _____ _ 11 DW SINK I WALL UTIL. 1 ` ' If — — ---- �I I _ _ _ _ _ _ — J-18'-8" TOP OF MASONRY WALL W/ `� L SHAFT LINER ABOVE TO BOTTOM �; �PF�TCHEN4 - ---- ----il KITCHEN Z 4 ;O ♦` II _ _ — ---- _ _ I Q SIDE OF DECKING I� _ _ —_ �1 -2HOUR FIRE RATED SEPARATION I WALL I ♦ REF --- ----- REF I-20'-0" TOP OF MASONRY WALL, W/ I ♦ ---- •� _____ ENTRY L---- �- ----- `+ - ---- ----- ------� ENTRY SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING + + — — — — TYP. INTERIOR WALL I I ♦ --- — II ++�� II — --- I I BEARING WALL FOYER --- III �"' - ----- I I I I FOYER + I ♦`♦ -----W I FOYER FOYER I IJ ---- ♦ I I ♦ I 11 I I I I +�� � I •j` i I I I I I p O O O I O GARAGE GARAGE POWDER GARAGE GARAGE POWDER O O ENTRY ENTRY r----------------r r-----------------I r-----------------r r----------------- r 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 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 1 I I I 1 I I I I I I I I I I I I I I 1 I I ----I ----------------� --- I I I I --- �----------------4----- I I I I ----------- ----------- I I i I --------------- --------------- ------------- ( SYM (TRICAL I 1 I (1787) (1666) (1666) (1787) ELECTRICAL SERVICE PLAN SCALE: Y4"=1'-0" 00 150 AMP O 150 AMP O 150 AMP 150AMP jr— LO to 0 a 0 I 0 -0 0 ro L0 co O I a C Cr 0 LO 0 I ccoo 0 O J cD Ili to O 1 c0 c0 O N v cn O Q 'L Q N D a H N C S C N .may N EL 0 c U .o a v 0 aR EZ C) N O d cV CV to N 0 0 Q m - i rn f L G Q 9 ca 0 O rn CD to r? to to LO 0 L D Cr V) Q La 00 O rn to co O 0 C Cr a Q N N v E I� CD 0 s c J 0 U pC CS a 'o l a c a v 0 J 2 t7 N O Cn N N 0 a m The appearance of a company's name or product in products so identified haye keen,rrtara ifa tured.und€ bearir g the uL N18sho' Wd � d&f d to b `l(ei Alwiay� look for the Magk on the product. UL permits the -reproduction of the m6t6rial Contain theft floWin. Cpnditions; 1 Th i l finfprm tion,;P any manipulation of the data. (or drawirigs). Z Itions Directory With permission from UL" Mus th-e reprinted rnbterial mist In, ude .azbpy d,_c itself assure'that _Is in thelbnlineCertificaton Diredo' rysubject to ULand the ULlffgpare trademarks -0fULLLC U19{IIIRightsRaserved, In File:- L 12224 Duplexl xI C7 GA FILE NO. ASW 1002. pdf Uhisift9lor invalid reference on, alttrlate', nowin.tlltCk:ywrlasrlee pf9tr rri; %llled.,t' the ent[re; su felt of OaSsif ed 6ld wfith, the jilt t§Teiforc.ad with Paper type, . Nails — del, cernient coated nails - { in. lean , 0,0015 In, sfibh diary', I'A in, diem he d n l cern nt:cggted nails 2-31.84n,1gng,,0 11I . irl, shank—;diarrl, M2, in. Siam f8Ids 4. Gypsum Board* 5/8`ln thick, two Iwora applied either f'ontontell or ortically, Inner i r t acl� d to firr With` the 1-7f In, n l.ls s e rn, .4 1 ut r`f l r attach dto studs aver, ihn0r layer with the2- 8 in. Ions hails spaced 8'1ti, of rtical fa'Ints I9cate #gyer'studs, A11j, itS in face leers sii�ggeredtnrilhjolnts i tlerl tlsed irl Widths ether than8 m ,, gypsurrr bird t0 Instilled hrlpntllyr, Georgia-Pacific Gypsum, LLC Design No. GP/WA 12:0-OS Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Bating :2 hours 1. CERTIFIED: MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED. PRODUCT: 'Gypsum Shaftliner CERTIFIED: MODEL, Tough Rock Staftlirier or DensGlassShaftlinet, Gypsum Shaftliner: Two layer's 1-in;, (25.4 mm)' ToughRock Staftliner or bensGlass Shaftliner Inserted in H-Studs 24-in, (610 mm) ax, Gypsum Board: Metal covered, using 6-in. (152 mm) wide %-in, (12.7 mm) D.ensArmor Plus Fireguard C Intar'ior Panels or 34-in. (12. mm) ToughRock Fireguard C gypsum board. 3. Steel Studs: W shaped Studs; 1-1/2-i'n; (381 mm) wide x 2-in. (50.8 rnm) deep, roll -formed from m'inimum,0.01$win, thick -,galvanized steel. Cut to length`s-in. lessthan the openings height and spaced a "irtaximum of 24-in. (610 mm) o.c. PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTEND THE (2) LAYERS =77 OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 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 SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION N 0 �vrsw� CS) v — i � ccCn A `` Rz,=.��,�tlllt��lF���,�� • VS •sC� .f t "7(� UA To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H aE a p M U N S y N h D � N N in�� �° J 6J M C $2 LL N 5 J Q C J �- 52 LLJ a � utLu Z �+ _ a. 0O:0 O N L J W U5 Cj oo w _. ul M Z Q J ILW Z a OU < 0 13❑ M 0 Z N M z og Q J --- N U) I M U f fzfnn D V O 0 !6 w E A U g O w s ca � J E B L Uf Qj C) C U Q s id N �� ti o C J Z Mz o Z U_ �� oo�� o a_ce0 o mo 00 'T X U O °a Z O N ~ a� Eo wo ¢ az irw L (6 C � o z pY U m O ULL Z Z - U J u=j0 YZ �z rn aotl O� Z U �U s? o, a ww W Ws & =� tiz sW z3 �F CO a V� z¢ U� c o r ;n > M C7 Ci O `0 I-- N C,O CD 00 L T < r_ Ir— co C) � 76 00 co 2 C0 ch m Q N CN Ln H 0 c � N M Q CD N Lt7 T E E 00 O z Z �; E t6 o E w ¢ o JOB NO : 22-06569-06566 SCALE : AS NOTED SHEET NO. 16 v+ 3 a v N 0 L0 !2 0 I CD Oo J CID to cn L0 0 Cr V) 00 a 0 I O J to L0 to ra co to Q O 6. C/i O C 3 H Q N N a F� E O S C N ri fn 0 U y�3 C U I .o 0 v U J O r� C> En v 0 0 a cV CV c�V c'V 0 Q •o O O 8F8-0B/1 T P", ::p., P " • Ir" " • d• "• dv >. O" O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP V v MIN. (1) REQ'D 1-1/2" CLEAR D w ✓ G Lu ooUlA Oro _ rr3.�1-u 'L WN�z ❑cn�,n ga ) 0 D 11 D H M O 2Q ✓ c • Q MIN. (1) REQ'D OTTOM i)u't-¢ 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 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 a" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION •'O- 8F16-0B/1T OO O O O 8F20-1B/1T 8F20-OB/1T O O nE • •, 8RF6-0B/1T ' .O, ,•.:�, ��, O O 8F20-1 B-2T O O O O 8F24-1 B/1 T 8F24-OB/1 T O O nE (1666) SYMMETRICAL I n FE ) 1ST FLOOR LINTEL PLAN SCALE: Xa"=1'-0" N N, c 0 `o =o -d1 " AkW m xc u `co Ro �v C2 0 a VIV V> V - �.� j! c�'•rr����r fd: lS F�f.�'aa���� •I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, fA W E Q p O U V [V WCD o N 1.0 a to �mv Q C J L W JLLL a Ca zW@0 Yroo � o W � C^a CP IL Z co 6 N N Z Q Z OU L) U) W ❑❑ Cn z N o g z W z o Qj J � to N CJ � z o co W U a 0 w V) U c W J ~ — E N ! =® U o J C ®� f�- C.0 W co z o z z U w o o° > ly z® I--- Ca CI x < �¢ w0 0 OU O� N °do ao wz s _ OY U m0 O Oz Z Z � ym QW fn �2 � o� Z dZ mw a U wLL �� o xz �- �o wLL Z i3 IjtD wa 0 >O a C o r rn Q � LO ~ N oo T Q rr _ C U 00 C-C> Cr 0 cCi ' ^ m N CN IIn F— p 04 C� Q N a; E = o z m Z E CD N N C: a E U q p c JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. L-1 O O O O e a e 8F8-1 B/1 T 8178w06/1 T � � `• " • � � �'- " ,ta°�, ,•a° ,ra°•, O .O' O O :O, O 8RF14-113/1T8RF14-0B/1T 8F16-1B/1T © O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ' G 1-1/2" CLEAR Lu C.M.U. U (A co co _ a zzLu WpLOZ ❑t/J n o w en ` ✓ L✓i 5 REBAR AT BOTTOM FQ o Q Q �' MIN. (1) REQ'D in �L F-M 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 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 D O :O,° 81=16-013/1T OO 01 O O 8F20-1B/1T 8F20-OB/1T O O ♦-+ v tom., � a O O O O 8F24-1 B/1 T 8F24-0B/1 T O O Y• ♦ O O 8RF6-06/1T °e O O 8F20-1 13-2T Q SYMMETRICAL CD) I */A�l I nD D UD (1666) SYMMETRICAL (1666) 2ND FLOOR LINTEL PLAN SCALE: X"=1'-0" b4 . C14 0 N cc y - le. Cc M. Qf� a. O . a r^ t s lO t{ 44°. 6r ' FL O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r» W �E a o M �? .r N o -Ei 000) ,110, E N rya ti M � � u. a �J ILLW CoLL L' o_ a _Z ��O' U) rLo o 0 W °' OR w Z N LLN Z N OU Z y W ❑ El v cam') CJ � m z o J CL � r M U) l/i z a ^, iD W o i--) to w O w o \ V f--•- N U� W r— E ® I C) o' ti DfQ� t ti o w co co O Z Zd U- E zo jO 2 z�i <N O E U B j� Z ❑a FC— 10 Wo Z o � � a� o °do �¢ az � J v c O > U o� Z - N .20 m az o� z go Q � oq� a �F W o y� Z =3 IIIIIIIIII� wa 0 �o a Z¢ Uri C •0 T M > M M F— m m CD rx. O 'O ~ N c� ono Q (ip O � C -,(1) 06 0 Cr G Q r U) m vJ Q L O NO Q N O co Q to r E00 o Z CD m E c n. U -j Q a � JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. L-2 -o L v c0 9 LO co CR O 0 J 0 LO t to LO CS O i 21 a A� Q LO co J C) 1 0 0 t v t 0 IR, Q N N v G. E 0 s v LZ i 0 i U 0 i a E 0 0 J a, CC C> 0 0 a N 0 m v' *DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PLAN SHEATHING BLOCKING 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 ACK WEBS FOR NAILING SYP w/2-16d @EACH TRUSS MAX 24" SPAN (EITHER US wEa SIDE OR BOTH IF REQ'D) CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS PROVIDE 2X4 MIN. BLOCKING AT G OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS —Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-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 v DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `-TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA, TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� 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'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING -4 4L WOOD TRUSS SCALE: 1/2" = 1'-0" '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 2) SIMPSON SDWC15600 SCREWS ( @ EACH TRUSS TO LEDGER PROVIDE 25" LAP SPLICE @ F.C. REBAR 1/2" GYP. WB it 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 PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. _ DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION an EXTERIOR WALL 53 SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6," 1'-0" 6" 6" TYP. TYP. (� O O I O O O O I I SPLICE 0 o I o o O o 2'-0" SPLICE BEYOND 2'-0" PART. ELEV. VIEW DBL. KO. BLOCK L.b.. 13 - - MINI MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" o.c. LEDGER SPLICE DETAIL 54 SCALE: 314" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. /-(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" A••9 OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —\ PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE 1I 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 nnrrrr.n-rnnn MASO' SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" fnX 47.4 Tl1CkIA iLJ 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 IRE 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 SIDES OVER PARTY WALL STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.G. 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 kTOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 0 TO AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP, TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES W U J c�. U) STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) J"x3" TITEN2 SCREWS @ 16" O.C. TRUSS / ROOF SYSTEM SH EAR 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) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC, KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d —EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE -STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4)10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE \ (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1 P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) v 8" CONC. BLOCK (TYP.) PER UL905 z =� ga Ix P.T. BASE NAILER a 6x6 W1.4xW1.4 WWF. N 4"x4"INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION rPWO SCALE: 3/4"=1'-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE ---� NAILER BASE BOARD PER SPECS. —� CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —, SCALE: 3/4" = V-0" REV. 08,20.21 "0" SEE PLAN TOP OF PLATE '--TOP COURSE W/ /— LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL TOP OF SLAB F.F. VARIES WITH SITE GRADES SEE PLAN c+' cam' G r Y d � L a to '. 0 d th�Q�ibtl Q�G7YBydlpf 1-: iau vjkr d� 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F 0, E � M U V FA C N p ? .� 22 9) N! u) r- r. � . J m vv ac u a : w Co 0 a Z —� a ffi0yv Z a �N� d 0;� tLWr°2a_jO' Z m w Nz ¢ r Z N O U W W 0 (� N M og z o� N M o � ) aW � Q A W U _ O toLn w o �_ w .) w` v W ,— E V` l C) o c U3 o co jW 0! Cl) z y Z Z � E aO QN Z® E 8 F=z Da — Xo U d¢ �co U4Q O O< O E N o wo 0 QQ a z �� L M - � . Y U . m0 o O z Z -' o ¢� aW �Z 89 58 d W aLL 3 � O I0nj . aM .2 r >M c cc O_ O LO F_ CV C,0 N 00 co O 00 cfl m Q LO C N OM Q � N Lid C r 00 0 z z E 0 E 30B NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. D1 3 L v _ Cr V) 0 In Cn to 0 J CD 0 I to to W7 co O ID 0 Q La 00 CM I O J CM to to I to 2 cp 0 B1G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x21/2" SDS 132G TRUSS USE: • SIMPSON HGUS210 W/ (62) 16d NAILS 9'-4" 8'-0" EXTERIOR MIAL- uI I I III VI SECURED PER NAILING SCHEDULE 2x4 #2 SYP P.T. CONT. W/ 4' TAPCON @ 16" O.C. ROOF/ EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE GABLE END ROOF TRUSS W/ USP RT3A CLIP EACH END 2x12 BM. W/ (4) 12d NAILS EACH END (2) 2x12 #2 SYP BEAM W/ SIMPSON HUC210-2 EXTERIOR WALL SHEATHING SECURED PER NAILING SCHEDULE 2x12 BLOCKING @ 24" O.C. W/ (4) 12d TOE NAILS 2x LEDGER (2) TITEN HD @ END 2x12 #2 SYP P.T. CONT LEDGER SPACED) ANCHORSCUALLY 2"FROM END X-X SECTION (PLAN VIEW) OF BEAM AND THEN STAGGERED 24" O.C. W/ MIN 4" EMBEDMENT SECTION AT ENTRY D2 SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB131D- VARIES W1 ROOF SLOPE PLYWOOD ROOFING MASONRY WALL MIN. 2X4 #2 SPF P.T. SEE FLOOR PLAN CONT. W/ (2)1/4 FOR MORE INFO TITENS SCREWS AT16"O.C. TRUSS OR ROOF SYSTEM LD05 SHEAR TRANSFER EXT. WALL D2 SCALE: 3/4" = 1'-0" A 2" TITEN HD W/ MIN. 5" DOUBLE KNOCK OUT COURSE EMBEDMENT SEE SECTION A -A (9) 2' TITEN HD ABOVE T/WALL MUST EXTENDED FOR MORE INFO. 16" PAST LEDGER tt ' " " I 2 PLY 1 3/4 x 16 LVL (1ST PLY m 4" 4" 5s' m 2 PLY 1 3/4" x 16" LVL 1ST PLY ( ti WOLMANIZED) LEDGER 4" WOLMANIZED LEDGER ) ti i,11 4" 4" L. 4" 4" L. 4" 4" 41 OL �i 20' 0" 10 20'-0.1 DOUBLE KNOCK OUT COURSE ABOVE T/WALL MUST EXTENDED 16" PAST LEDGER FE 4 18'-8" 18'-8" A< MASONRY PARTY WALL SEE (6) 2" TITEN HD j„ (4) 2 TITEN HD PLAN FOR FILLED CELLS INFO �'-slI ° SECTION VIEW B1 G TRUSS USE: • SIMPSON HGU3.63-SDS W/ (60) 1/4"x2 1/2" SDS 132G TRUSS USE: • SIMPSON HGUS210 W/ — (62) 16d NAILS 2 TRUSS CONNECTION SCALE: 3/4" = 1'-0" A -A ELEVATION VIEW N 01 d� � W s - C na°t mC..9,r N - „ C s �s c0 C a �4 eN nu��V��•« •e• .ab h 16 \ uL� «p•p $" "m ............ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W �E "a_ g � 8 N N 6 0 m GO vi :Nnco QiY LMLm Lu Z--0 rn 0 LNO ofY'�N W(0 CP }lJWaO�Li. Z(Nco coZ LL N J t OIL U a Z W 13� 7` N M O O z Q J N ♦ /� M O LL (/iGX yA.l N � N V Og w o w E z� •.... L w N U o 0 Q N �� c co W co z 0 S Z CL E o° Z® 00 O N a< a Z w 0 O¢ w Z M o � N Yo U 10 Z z J m 0 Q W E. y�� 0 0 N CL U a ¢0 =o F J z ¢ o �a o< o� � ZI¢ U 2i T ;n > CM ~ m _ Q 0 L0 ~ CV Co 00 ram. If— c O U o¢O �� 0 C Q co m Q N CN 111-0 I— Q Ln lO � r E o z z N ECD c c 4 •• '0 U 4 O c JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. D2 I 00 to LO co C) I 1.0 to L0 co CD L0 00 !2 C> L0 to co LO to C> CL E E 41, 0- C'4 10- En STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308,3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1, POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97,1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE 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'$ EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 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. STRUCTURAL NOTES SPECIFICATIONS 1. CONSTRUCTION: 1.2 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 5301-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. nr-.qnw - 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) t 3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1-6. UNIT WEIGHT OF 2X6 BEARING WALLS: 12 PSF 2,1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 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, GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2�3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2, NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1, THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3-2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 /A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED 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: 31, C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: Y4 4,1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (17c) MODULES OF ELASTICITY DESIGN (E) C-l-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-l-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4,2,4, CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2"MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED 11.0. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL STEM WALLS. 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 2,000 PSI MINIMUM. 4� 3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR $HALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16'* STRUCTURAL 1, U.N.O. 4.4,3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCS1 4,4,8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CO�S_IST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5,4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDEDVBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.C. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318,1 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided, The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s all risers and lfdnkler lspteMssitncluding beln a, sprayhea sshalln t led within 1' -0" of the building side wall. 4. FBC-R R318.7- To pr?vide for inspection for termite infestation, between wall covering and fina earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318. 1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318,1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs befdre vapor retarder placement, retreatment is required. 9. FBC R31861 5j nrcretZerverp&r and mortar along the foundation perimeter 9 musj�e rem �e b eoee ior sol treatment. 10� FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318,1 - A certificate of compliance must be issued to the buildin%department by a licensed pest control company before a certificate of occupancy will e 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, shoting or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8 DRYWALL SCREWS AT 12" O�C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 111011fm ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ell. C-.4 c2P , 0--'ro C�p co 3; is i"D co % . pe� go W C, g7 0� �vp 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. Engineses signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E 0 0 S -, q 0 N 6 CS-1) 0 ,2 - 00 a) N " 00 (D 5 " U) 1-- 1,� 13 - (N p I'D LL. LL a. 5- 32 Z i _EE 2 9 M W .5.F 5,N 02-(, 2 g W I 3 IL L (75 9 , M �5 C-4 :2 Cl) a N < z 00 C) zo < V) 0 EL 4-J Cn - - LU 0 LLJ LLJ RigC) E 8 jili 0 05 2 0 C13 z z< _j LL_ gE Ro L E Z� 0 W 00 H E X M Cn u') S .0 z z W co ow z 0 () INS Q) S_ C C .0 > CY) ca 0 c) LO F_ 04 CAO 00 r- cc 0 00 C6 C10 Cr 0 C�o co C%4 LO 0 CN c� C14 LO < !�4 Lrl) ILO E 00 z M z =3 E Q0 W E 4.; 0 0 'a _0 CU < a) JOB NO: 22-06569-06566 SCALE -, AS NOTED SHEET No. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 0724.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L J HOME H C G GARAGE SIDE 0 0 0 5'-0" _ STUB -OUT FOR 0 1'-O" 11 o o GAS METER - - 0 o (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8° @ 20 O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8° 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8l1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 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 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + FILL CELL STD. 900 HOOK BOND BEAM cn w ¢ STD. 90° CONT. #5 BAR >I HOOK IF BAR CONT. IOM )UNDATION HIGHEST )ND BEAM BOND BEAM STEP SCALE: N.T,S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 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. max. � 4 max. Q Clinch nails �( when possible 1) Support back of web during nailing to prevent damage to web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING a" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. 4 nail each side at bearing. Squash block / (2x4 minimum) �/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking t I.sr? 3" 110d1 nail.G at R" nr.- Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch vid or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7l8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" BCI60s® 14" 16" 2-8d 3-8d 2-8d 5-8d 2-8d 6-8d 11-7/8" BC190s@ 14" 16" 3-16d 3-16d 5-16d 5-16d 6-16d 6-16d g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : for vertical load transfer I+k' Plumbing 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.* — — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6„ A 1 2" ROUND HOLE MAY 6 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) : 1 I 1=1 I 1=1 I I -I 11- Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM - d a: SEE PLAN FOR °• .. • FOUNDATION INFO n. ^ a' STEM FOUNDATION r- GRADE \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 114%2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN rvu �,nr1�� r rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE 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 r d a -IIM�IIIIIIII� a PLUMBING LINE PVC OR SCH40 SLEEVE d I I —III —I 1=1 I I d. a . °d —I I-1 I I- 1 , , • IIII1 Ili �--- SEE FND. PLN, SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x CENTERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE da . i N W , y � � B M, a o- 3;.fl.� � a> E G cc G 0,. 1,4411 1 I b 14 U 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. MM H W E M Q U N M� N n 0 .2 181 � N 5 N LL M C Q C —lu LL W LL � a uJ Z = m i meNa o y � 0 W co 1 j m w Z N Z LML Z N OU 0 W 0❑ z N a z � N z o � _1 m V) z a) i� o u- a--r * V_00 LLJ o LO c -UM U w ro wig— � 8 U 'o N C�_- o C.0 W 0! M J o$$ � tt Z Z U_ E o 12 � >'N <o 14 Q E tj w Z® ❑a ru 5. w0 _° 0 O O E d~ Qz wz NC c =o u Zr z a� J y 0Oz ° Ed < �z V N 3 '0 g° a �w, <0 � Z H IIIII O c0 A dx o0 3 c 0 T .N >M = il) m Q CD ILO o~^o � r� Q ,— 1 U o0 C0 �- o C C) Co v) m Q 2 41 04 CN LO -0 N CD ` N LO Q Q0 C T E z! 1 /�/� W 0 z Z _ N E � m c 0-0 Q J c a) JOB NO : 22-06569-06566 SCALE : AS NOTED SHEET NO, SN-1 PASCO COUNTY �E C/) LO �2 C) I 00 �2 -15. C" 1.0 LO co to Lo co o 9 9 -2 S'4 jE�� co Jj 9 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 2x BLOCKING HORIZONTALLY@ @ 16" O.C. W1 (2) 10'4' (R302.1 1) 2x #2 SPF STUDS INTERVALS NOT EXCEEDING I Rd TOPM Ali q T P. n FOR LINDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF ABLE. PRE ENGINEERED WOOD TRUSS @ 24"' O.C. U.N.O. 114" DIA. X 3 1/4" TAPCONS @ 24" O/C & APPLIC HURRICANE ANCHOR @ EACH 2x P.T. PLATE @ 6" MAX FROM END OF 2 x PLATE = E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) ce) WWF OR FIBERMESH MOISTURE BARRIER 1. SHINGLE ROOF, SHINGLES To BE IN ACCORDANCE wl ASTM t __ ri; IU�E ,--I I 1=1 11-111: EI , , IT D7158-CLASS G or H, or ASTM 0=5 ji T I 1 9111 ir EEJ D3161-CLASS F, IN zlilff-1:11 1 P711 I L LI I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1 - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT BED W 1 ELEV. VARIESJII1_"\ I SEE TYP. WALL SECTION SCALE: 314"=1'-0"` 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE Z LUMINUM FASCIA W/A HABITABLE ROOM N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8'%1 6" KNOCK -OUT INSULATION PER BLOCK W/ 1 #5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1X2 P.T. HORIZONTA NAILER 8" C.M.U. TYPICAL STD. 90'HOOK (SEE DETAIL) _TY PE "S" MORTAR A RCHITECTURAL FINISH 1X2 PTWD FURRING @24" O.C.-/ 112" GYPSUM WALLBOARD--'� U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1X4 P.T. BASE NAILER 4"X4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cr) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 IXI W n /-NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 'S - E I 00 6 MIL VAPOR--/ clo BARRIER :��- 3- V; *1 t> A �2 COMP. SOIL. , \� =[I 1 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 11-81, (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5,y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---\ BLOCK WALL 13EYOND 14" 0,H.D. RECESS ;2� rr� op SEE AIS3 OR J/S6--'_ILr,_�!1rf1_, �Ll -I--- FOR REINF. INFO. MIN. CLEARANCE 1'4" (11 STORY) V-8" (1 STORY W/ DEPRESSED SLAB OPT.) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSCIN SP1 w/ (110) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY [> jj GG S3 -7v\r- 175� - - - 7 75<7 75;zl 5/8"OR 1/2" HIGH STRENGTH TRIASS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P,F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS SIMPSON SP2 w/ (12) 1 Od NAILS SHEATHING REQ'D. FOR ALL ,,,,-2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS 1/2" CDX PLYWOOD OR 7/16" O.S.B. EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING I Y-O" (R302.1 1) 2-4/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x1 2" TITEN H D @ 24" SHEATHING W1 8d COMMON NAILS @ O.C� OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS STEP, SIZE OF FOUNDATION AND V. 01-011 Cl) ELIE x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE A. F. F. x W1.4 x W14 211 x ATTACHMENTS /211 0 WWF OR FIBERMESH WWF OR FIBERMESH z 3 1/2" MIN. 31/2" MIN. 6 x 6 W1.4 x W1.4 4 ELEV. 4-3 1/2" 1 4 4 1� A.F.F. 0 2x4 CONT�/' ILL I> LtFF.,j Ir, '3 117(min.) 2� CN ;0 00 4 31 "(min. ) < GARAGE DEPTH VARIES 31/2"(min ) - 4" (3 '11t2-til ilt GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. S 2x STUD 8"C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL C"I 2x P.T. PLATE FRAME WALL TO C.M.U. WALL CONNECTION ASSUMED FINISHED GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=11-011 SLAB INFORMATION. 6x6W1,4xW1.4 1/2" WWF OR FIBERMESH 3 min.) 4"---\ 4 . A / .4 . - ;1` GRADE L-1 00 11- W_��F _� TI I IT 17171 �Faz�lffi W-E] I F-4 �01 FM�W (H ) #5 REBAR W/ OPT. I I Ill- 1111- 1 11 1 l::S.QREFN �NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 314"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS co LILL ill 4 tj I I c? 4"' 3 M_ SEEAIS30RJ/S6---- _lLI1T7-jj�1_1T--1_,fl_1 FOR REINF. INFO. 3" MIN. CLEARANCE T-4" (1 STORY) V-8" (2 STORY) ------------- GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION, FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 00 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" OIC FIELD (2) #b CON 1. 81, 4" 11-4" - ____ I U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (o) SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 0-1 41-01 _�0 , , . SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ot , �6os INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK PLATE WASHER TYPICAL SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH BAR WEEP SCREED INSTALLED PER MFR INSTRUCTIONS E N'�'-#3 OR #4 REINFORCING BAR A GRADE 40 MIN. Fy= 40ksi . ....... #3 & #4 LAP SPLICE [GRADE 60 MIN. Fp 60k,,;i] A FINISH GRADE 60 2 D. - 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER -1 1- 111 CIO R 17/8" #5 REINFORCING BAR #5 LAP SPLICE > 36" MIN. LAP [36" MIN. LAP] A* I x X X X X X X_7_12� COMP. SOIL. (COMPACTED TO I - =I 101. 95% MODIFIED PROCTOR ASTM I '1; D1557) W I I x 1 x x . ...... 411 1'41- #6 REINFORCING BAR #5 STD. 90 HCYOK #6 LAP SPLICE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, DOTING REBAR DETAILS E SCALE: 3/4' SCALE: N.T.S. � �3 1/2" GYP. BD. P.T. 2x 2" HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT it < INTERIOR 4. '--j -3 1/2" -A A I CONCRETE NAILS W 11/2' , EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB,,,,, o? Ez Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-101" _2X STUDS@ 24" O.C. U.N.O. GARAGE �:-112" GYPSUM WALLBOARD U.N.O. W1 DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT x 6 W1.4 x W1.4 C,4 WWF OR FIBERMESH -A _j 1 K S3 FRAME -DOWN FALSE BEAM W1 (3) 10d NAILS TO TRUSS TOP CHORD x AT 24" O.C. MAX. x x x SEE PLAN FOR TOP OF BEAM (2) HTS20 2x4 P.T. PLATE j g /-7/16" O.S.B. 1 COLUMN LOCATION z U) 0 W < § ::� LU LU Cn SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM 7 ATTACHMENTS z 0 cn LU LU Ill V-0" FIN. FLR./-k . . T F 1=1 (2) #5 CONT. 4" U.N,O. MIN. TYPICAL BEARING WALL"' STEP (T SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 W/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE LU L M Cn j> ui LU R F �M\ FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN 0? FORSTRUCTURAL BEAM SIZE & CONNECTION INFO - 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE -SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2X4 P.T. BTM. PLATE W/ 11/4"4" TAPCONS AT 8" O.C. -TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) -BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. -:-.11 1 gEL ON 3" CHAIRS 8" 1'4" (TYP-) cc S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 C-4 ;; WWF OR FIBERMESH C) 1.1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 314"=V-0" VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) E SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. S.G SLAB STEP & RECESS 'ux D. rm�'� SCALE: 3/4"=V-0" � MASONRYWALLAND PAD FOOTING I 8" MASONRY WALL EXTEND FILL CELLS ci TO FOUNDATION PAD :LE_!6 CONT. FOOTING STEEL MATREINFORCING. Q z GRADE 00 LU 4 0 Z =) E I =__i i F1 LU l- LU 0 0 CL LU Uj r-70 T - 0 0 LU CO 14 z 00 IE� U_ /4 z_1 cl) U) i F�=l IF1 I 1�±i I IE��l i i ED i =1 I 1=1 FOOTIN IG -j BEYOND PAD REINFORCEM NTj IM E 3' IN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T,S. �3 C-4 C-P -..,o o'111111:111, 0 1A1,A, Vil- .1W ...... E C4 c1pi LU --j W 40 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 Engineei's signature and seal. W Oq E 0 " - RN 1: 0 0 1A4 0 1.0 I.D �2 w 0) C\1 0 co 4 44 r: _j .. LL uj a ut u- 0 1 - u:, -- a. 2 :� ",3 Z M .2,2 W :3 W 0 m uu -u3 0 (71) Z N 0< 00 z 0 co W < Ln 0 13� LL, 0 0 Lu Ln m M r a; o, C_ - (D 2? < C) 9 16 < U_ ce E cn�_ 0 E -. -, -, g <N " 0 6 CIL mo Do z < 9' , 'o o' z, z U:) n o z W U w, 'o C:) < 8" wl, w o , 1 z � 1.13: .2 T E > 0 C C) LO I--, CN co r- 5D C=) 00 r- co C) 06 CC> Cr C:) CA=) U) 4--j 04 04 0 N C=) C= Lo C'4 C14 < E 00 z E %L.4 (_D cc IL E a) 0 ca 0 (1) JOB NO 22-06569-06566 SCALE AS NOTED SHEET NO. S3M LID ? Es Z3 zi CID LO to to to U:) to CD 21 0 LO CD cD Lo to to co Lo CD F7= o cD E 0 Ef E2 o z E! M o C) z -01 -2 9 cD c-4 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x1 12xl 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 ) DOUBLE 2x TOP PLATE ---- . FOR CLEAN -OUT —2x DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALLIS 11/2" 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 INTERIOR EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 114" I / 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN VAIRIES \\\--2x BOTTOM PLATE W/(1) 10d @8" O.C, TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 ----SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD (TYP) SEE ELEV. 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) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY STUD W/ (3) 1 Od NAILS OTHER CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) '--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T,S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL — ICE TO DRAIN _04-p� EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S, 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW � �B MASONRY LAYOUT D� SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" KNOCK -OUT— NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 )#5 FOR CONCRETE PLACEMENT 7 4 4 4 4 STD. 9(f HOOKJ 8" 81` LINTEL BEAM W/ (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 1 --- 11, - 1 NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--� _j < W > FORM CREATES CONCRETE RECESS TO 2x4 (NOM RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET ........ GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING�B BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. TO BE 2" ABOVE FINISHED SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41 " 34" 101, 6 3/4" 3 1/2"- 10 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" 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.0) 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 TRANSFFR LOAD 2 x 6 P.' J-BOLT BRACKET TRACK WIMOUNTING, ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEET S FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK �K SCALE: N.T.S. ��4� HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11 - 4f (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" OIC EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: 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) 1 Od x 11/2" EACH SIDE "-2x STUDS TYP. . .......... . SIMPSON HTT4 TYP. U.N.O. SEE NIS4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. B T. PLATE WITHOUT UPLIFT WALL HEADER _,N� DETAIL rQ SCALE: N.T.S. � �4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" C�C. TRANSOM FRAMING SEE SECTION AA/Sl AND BBIS1 FOR ADDITIONAL DETAILS 4 1 LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F, TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER__,:7--_-�,--1 SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 OCKING, 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 LU O/C FIELD z 2x TOP P LATE 55 \ii!2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTT OM ARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 wl (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24"' (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8'%8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- H I W/ STD. 900 HOOK IN K.O. BLOCK mr_m_ — V 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 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 1&,, SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ (4116d TOENAILS TO YbP PLATE NOTE: TBE BOTTOM SPLIC) PLATE LENGTHS MUS OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. ��4� F= 2240 LBS SIMPSON SIMPSON SP4 SP2 I U P.T. ATE TRANSOM FRAMING SEE SECTION AA/Sl AND BB1S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/"" j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6- STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) '(4565#SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I & NUT OXIED A.T.R. & NUT DXIED A.T.R. i & NUT 2X8 P.T. BOTTOM PrTE \-5/8"X10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SIMPSON SIMPSON C SP4 SP2 SP4 F . 1, 1 11 1 K-IL-11 " -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON N SP4 SIMPSO SP4 ROOFTRUSSABOVE F 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W1(1) 1� #5 CONT� & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS @ 4 1 Od NAILS @ 6"O.C. STAGGERED A STAGGERED TRANSOM FRAMING y 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" OIC EDGES SHEATHING 0 & 8" O/C FIELD a SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE �—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- e SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW o- 518"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4 11141 1 \ zX8 P. 1. 130 1 1 IOM PLATE I UU L5/8"xlO" "J" BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. S4 5 UA_ 0", %.,1 to: co PU'. 0 Jg �A 1E 05 zt 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 - as an a on. ng nee s signa ure an sea s on y r the tructural engineenng portions of the drawing pages bearing Engsneers gnature and seal. W 11- E 5 0 C� N, 0 8c S "L :IR s Z 3U_LL 2 i =1 21 9 C, �'ra - �2 W LU IS 02,G) 0� 60 z un . co - 0 t� LO co Z C\1 < 0 z W lo V) 013 Lu :9 0 Ln Lu = a W E , �.I v" 16 0 14is c.0 M z z u_ c6 E 8 c, �z <� z, cu 6 < 6 oo z c:> E o .5 o o z ` R o 1z 5o ca. < - z �:_ 3: 3 C:) co �j 81 C 0- CD LO II-_ CN co 00 r— L_ < v— co 0 06 c.6 C_C�I` 0 0 CD C-0 M U) 04 LO 0 C14 C=) LO C14 LO < (0 E 1 E 00 6 z M z :3 E u) a a. E 0 0 ' 0 _j 'D ca < Q I a) _j JOBNO 22-06569-06566 SCALE AS NOTED SHEET NO. S4M 21 0 LO !2 C) .10 !2 C) '61 Im :.2 To LO E0 to 42 0 5T ZVI 0 -0 LO CD C:1 C'4 E FT LZ 'zo 9 r C14 2� J� 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. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX, 9" UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 41'± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI 3 BRACE SCHEDULEFOR �A APPROX. 8" FROM SHEATHING DETAIL KI KERN 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @4 @ 8'-0" O/C. &_O�O/C . EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GAB E 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 FATTACHEDW/10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 112" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7' OSB SHEATHING ATTACHED 1 OdX3" @ 3" OIC CORD ATTACHED WI(2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. . . ..... 6-- THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD y EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX, 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING� DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT wl (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 77 AND 12"O.C. FIELD END TYP. TOP & -t—t"4 ;;, --,, BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING @ 2x4 "T" ON T6P OF PANEL BLOCKING�' 2x BLO 74" P.T. SILL NOTCH 1" BRACE HERE FASTEN WITH 1 Odx3" @ 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 x . . 48" O.C. FOR CKING (2) 16d NAILS INSTALLED PER MANUF. . . @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO I MOISTURE BARRIER SIMPSON META1 2 wl (7) 1 0dx1 1/2" NAILS AT 6-0"' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " " " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION_ WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �5 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 AND FASTENERS. (MIN, FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP M CO SEE STRUCTURAL--,,,,. CHORD BLOCKING F NOTES AND NAILING x x INFORMATION 00 00 SCHEDULEFOR -111. SHEATHING DETAIL BACKNAIL wv/::;, WOOD TRUSSES 2 00 00 (2) 16d NAILS 2"x4" CROSS BRACE ---- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF ivd-r EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 'D� 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 2A PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 48" O/C FOR THE (2) 16d NAILS @ a 2X4 BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 4t OIC W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS - - - IN, 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI ON B.U.C., SAME NUMBER OF ROWS, SAME SPACING) PG LOCATI rD -0 SEE TYP. WALL SECTION FOR SCALE: 3/4" 1' � �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. ss IINIMUM 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. 12" EE RSH SCHEDULE OR ATTACHMENT X4 #2 SYP BLWG @ 16" O.C. 10d x 0.131" OENAILS EA. SIDE �ONT. 2x4 #2 SYP wl 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL ('1 O'� SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 OIS5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 Odx3" @ 4" O/C -2X4 "T"ON TOP OF PANEL BLOCKING, FASTEN WITH SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION SCALE: N.T.S. '\' �5 SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED - O.C. W/ 1 Od NAILS @ 6' EDGES AND 12" O.C. FIELD JACK TRUSS /,/--SEE PLAN FOR 2X4 "T" ON TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W1 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION 9 1 r SCALE: N.T.S. MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA 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" OIC (TYP) z W Rz NG wl (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER --BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T,S. ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N,O.) 1" BRACE 24" 0'0" - T-011 31-0" - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" 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' SIDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE: 314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 110d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. C LU 0 CORNERJACK LU z 0 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 2A BLOCKING-�' —2x4'7BLOCKING @ 48" O,C. 16d NAIL 11"BRACE ATTACHED W/ z 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE "L" BRACING DETAI SCALE: N.T.S. W 2x4 "T" BLOCKING 2x4 BL CKING @ 48" O.C. -- 11d NAIL 1" BRACE ATTACHED--," W/ 10d NAILS @ 4" O.0 . TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM CKI 48" O/C IT5Fz!1 ii GABLE TRUSS BLO NG @ 72 TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. �5 20'-0" MAX aq "q1 M M !Mdril 111111111 1111111� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /BOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d 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 1Y C4. I vl. C - C", 0' C::� .12. V ": S E I . (- v �.� N < Lu VIC> iz L 0" z I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages beading Engineer's signature and seal. W It E 8 0 "1, 6 Elm: LL U L-L LU a. z U,j 9 .5 C� 0 (D " Om W 0 �; 0� Cf) c� . z L ILW - c'—,' zo a _z,4 C" ou z W 0 W El El CD 10 < Q) un "0 4-1 Lu 0 V) Ln LU 0:f " S min E C" �.) i < . 0 Ic N n co C.D z z < C6 CL C) E u 2 CU < 3 0'0 0 z C:) E a) t '0 W. < 0 z U) . z �w x 0 z Z' 50 2 A Ez nj co 10 0 z 2'r E2 cyi —17 (D 0- c) LO 11 C\1 co C=) oo co C6 -,,e 06 C.0 U) < N CN LO F— 0 C\1 C=:) :t-_ C'4 C:) U-) < CN LO (.0 C.0 E 0 cc z E (n E 0 0 -i 'a as < 0 1 (D -1 JOB NO: 22-06569-06566 SCALE AS NOTED SHEET NO. - S5 3 C,n 0 Q CID 1.0 0 0 J CID cn 0 I In Coo I 20 (n 0 0 28 O J L0 co C) f co 10 cn 0 H Q N N v d 2 0 c Jy N LL v c r�l In 0 O v U J L� N N to - a; 0 0 a co Q 0 V1 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 'END SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSSMOIST 2x STUDS @ 1"""" 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUR SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15132" OS" I u EXPOSURE 1x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-XIF II II 2 L NOT FULL HEIGHT SHEET /C II II 0 Z II II G FLOOR SYST M I (2)- 2x TOP PLATE BEYOND I IIXPOEI T II —II' F EXPOSUR F SHEATHING uj III I II II II I III C III II II II I SOLID 2x ALL BLOCKINGSHEATHING o O EDGES (SEE III OPENING11L —1 SECTION X-X LLI III III x II Id � W CLI II 11F x E _ 2x STUDS Lu IIIF11 I III II II II BEYOND. I I I SEE PLAN q III I II II I it II I I U) 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r%iArif%KI rNIAnnAAA FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 3/s SPACING s/s FOR ADDITIONAL INFORMATION. I S /4' 31/2 S 1/z i2tv o — n S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIAIL EDGE 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 Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". F Z OA 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 z U. = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w in O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w18d COMMON NAIL LU LL F O O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F oOO N w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u~i F 2 LL : @ (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ? U) w O u- I- MEMBER IF GABLE END c tLL =n LL NOTE: • 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". SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B•U•C• AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4#2 FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1/2 TO BAND " SPF TURNED VERTICAL w/ 7116" ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8)1Od NAILS TO FLITCH PLATE TOw/(2) 12d TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL ---------.,TO BLOCKING FROM B.U.C. STUD PER STRAP MASONRY BELOW PLATE TO VERTICAL w/ (4) 8d NAILS CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) Sd NAILS @ 3" o,c. STAGGERED FOR SHEATHING ACCORDANCE w! ASTM D7158-CLASS G or (2)10d @ 6" O.C. FLOOR SYSTEM VPRTJCAI BLOCKINQ 12 H, or ASTM D3161-CLASS F, IN SECTION �j ACCORDANCE w/ TABLE R905.2,6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATION —NOTES: ROOF SHEATHING -SEE �� * USE BAFFLE SCHEDULE - [RSH] - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4&EXTEND SIMPSONMSTAM36 rc WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO BOTTOM OF RIM & NAILING SCHED. CHART ON FLOOR @24"O.C. S6 PLAN ALUMINUM DRIP EDGE BOARD/BAND a REVISION 12-7-2020 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" ONLY. 1 (6) 1/4" x 2 1/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" O/C I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WALL PER STRAPCEILING FFp �0 & 8" 0/C WALLS PLATE WOOD TO MASONRY 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP W/ 8d @ 4" Al DOUBLE 2X S.P.F. TOP PLATE -ATTACH 2x STUDS O.C., 2 ROWS 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/(1) SIMPSON SP2 TYP. @ 1x STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 �7 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL ❑ NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR ❑ w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS ❑ _ 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 1 (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S • INTERIOR HEADER: , 3/4' PLYWOOD DECKING GLUED AND NAILED W/ 10d = w LL = LAYER 1/8" THICK. 10d NAILS @ 1 2x ILL PLATE W/ COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD INSULATION PER 8" O/C TYP. BOX HEADER 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W CHART ON FLOOR PLAN ONLY 12d TOENAILS OSB (DRAFTSTOPPING) TO BE NAILED W/8d DOUBLE 2X • EXTERIOR HEADERS: COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED TYPICAL (U.N.O.) 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPP►NG SHAL S6 S6 • OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6)10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 - OR FELT 2x STUDS TYP. HEADER SUPPORT PAPER FOR TRUS NO. OF JACKS & STUDS - - MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS 4 BARRIER 2x4 RIBBONS O F 2" x 4" WALL 2" x 6" WALL FLOOR TRUSS I OPENING STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" pFN/N /�R KS BEAM SIZE EAOEND STUDS JACKS STUDS EA END EA END EA END SIMPSON GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" G DRYWALL NAILS OR DRYWALL SCREWS 7" O/C STRAP 1'-4' 1) 2) (1) 2) (1) LSTA30 CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9' (2) (3 (2) (2) (1) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT "T" CORNER SEE PLAN FOR REQUIRED 9' 16' (3) (3) (2) (3) (2) LSTA30 INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED �� TYPICAL T„ AND CORNER CONNECTIONS CHART ON FLOOR PLAN SOLID W/GROUT LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS rN DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL M BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0" "6,) \,S6 ARCHITECTURAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY .r C .. 4 E N 4 .4 •. . 4 4 \ ; T 1=ILL=1 I T--L I 6x6 W1.4xW1.4�I III WWF DR FIBERMESH I III— i IT— 4'. 'I � CI � LL=l� I I a4 • FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co cW> 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU W a a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH / 4"to 6" BELOW GRADE ISH GRADE •I 1 �, I I 11-I 1 i t 1--I 11-� STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (I I — I I=1 I I (SEE DETAIL) W/3" MIN. CLEARANCE 4" 11-8" TYP 2-STORY WALL SECTION REV.03,16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING WEEP SCREED o cz_ r PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C- W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a. .. d . e 4 ' , . 4 •' a. d IIIII a .. I— FI ICI II I I �PII I III t (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP- 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 `r WWF OR FIBERMESH I IC 4. ? '4'.4 A M a. C .4Ij ". \ \ 4' e III —III• —III I •°::4 , ' a .. IIIIIIIIIIIIIIIII .9 �' 0.4 —I I I —I I I d 4• . PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 _�II11 I 9 (3) # 5 REBAR ON 3" CHAIR J 4" 1'-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. S6 -, w a : 7 U� rs r v N O � R ';P o' Q c ' 'aI (O Wtv �1k SF_ °••CV r a o °•�J ✓ Y 99 £� D e ESSt(}" E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 0 W �E 0 S Q W n N ^W U)�r� H ' LL m a c_j LL w LLLu J LL d Z m S rn0 a ai R, 0 ' Co N G O W ��pj6' m w Z N NZ a IL IL 00 Z N OU U O to W no CD z nMi o o0 z z o �L J _ m o 4--+ w m ,L 0Q> w o N �V) _ U) U Lu 1— J E 8 mI _ =11` U o N c U, OJ Y 0Q N m o W My¢ co Z $ oS z ¢ ___I z o > N C, am t0 T o �a 00 o oQ O fV iz 40 wz l- � co c Y U m`e o z oz Z ym QW zZ z gU a �� a z N W ci 3 3o oz Fk 3 C o cF �F .o CO z� a 0� 3 c •° T > M F m Q m 0 0 L0 1v— CN .-. t.0 00 r r— 0 Q >I � O C o CAD m Q = N 4!'� O .Q N LO N LO Q 0 EO z ( in, Iv CU a �; U <C p -I JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. S6 3 -b L v CN N 2 Lo ra 0 t 0 0 J CID ra Lo to 0 I I O 0 I O LO Ln co 0 cc L0 iF SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHERI 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 I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS E \ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING /\ SECTION VIEW o� MALL. A ALIGN THIS STUD WITH FACE OF 2ND RISER ZA SYP CUT TO FIT 1 1 4RS IN WALL I I 2xl2 SYP BEARS IN WALL I —2x6 SYP J 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE AND MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) (I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER-,,,,4 BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4--2x4 BLOCKING FOR 2x12 � I F-2x4 PT UNDER 2x12 ROVIDE MOISTURE ' PROTECTION LIAACH ALL COMPONENTS / STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/a' X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / G.1 TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Odx 1 1/2" MTS12 w/ D NAILED TO FLOOR WITH GLU NAILS STRINGER CONTACT POINTS ) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = T-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL xl2 SYP 9 T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" INGER GLUED > NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2xl2 STOP TREAD GLUED AND 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE- AT STRINGER CONTACT POINTS J C� 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4`GLUED AND NAILED TO STRINGER \ -KOR DRYWALL SPACING H SECTION VIEW "Ell SCALE: V = 1'-0" E SECTION VIEW SCALE: 2" -3/4 PLYWOOC ON DECK --2x8 SYP GL AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C _ram NOTE: 2x8 ' \ DRYWALL STOP / NOT SHOWN / STRINGER— x OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST \ / PER CONTRACTOR ;A _ '--(2) LAYER a' EDGE GOLD OSB OR PLYWOOD OR 1 2"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: " = 1'-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 STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: V = l'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X BLII OCKING 2X STRING�R PSON MTS12 w/ 10d x 1 1/2"AILS \2,ND OR AD 2XgLOC)fiNG RIS�2 VARIE / ECTION VIEW "H" SCALE: 1" = 1'4" (y o Y � o ;- o w o- `' 0- si Co W N c '9 O id =' 3 1 m 8F�t�lit. 6 t ,y.a J e � as \�.,,) . � ^-• FLO TT �p y- �`. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F- o E 5 � 6) S 0 �-� NM LL Q C J V W u_ ci U LL 555 n. Z r c z yA-� Cy CO o v. W U) tgj L Z N c) d < = OU U W ❑❑ z N M o� z o <C J N M N z UI o (D 4-1 f>3 w U 0 c 8 U m� w m J E z Q o N m r• o CID J w M zz o z Z O Z N o E W ❑a X V 0 U U UQ O � N ~ a ' � Z o G W Z rr W L (� =3m _ C O z y U m, O BE Zr z v7 J a" ¢z �0 N ¢ U I W W ) wz < oCD (O � OK ZQ �o a x U Uri c o T i > (n rn cc O Ln ~ N O 0 T co O Ob Co Crie o Cif r rm V J Q � LO O O N Ln d- Q Q Eo D 00 6 z N (0v` c IL 2c cc U _j Q 0 � JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. ST LIM �2 00 LO (0 C) C.0 LID =1 91 �9 F> V) 19 E3 9 co 1.0 to L0 to 4� C14 C14 CD. 5-1 0 ca. E CIO 0 E 0 E2 0 Z E! 2 CL t2 0 C14 C14 C) C:) 1x4 1/2" DRYWALL DOOR JAMB (REF IX4 DOOR JAMB (REFER 1x4 1/2' DRYWALL F DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL 'A* t F TO PRODUCT P.T. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR C NN. )N /,/- �—1 X4 X 4 3-1/4" LONG X 3/16 0 1x4 P.T. FURRING 3/16'10 X Y LONG , TAPCONS // / / FURRING (2) ROWS 3/16" x 3-1/2"' FURRING L TAPCON. INTO STAGGERED @ 16" 4" TAPCON @ 16" O.C. & 4, 2X8 2X8 JQ BLOCK@ SPACING 1 DETAIL_ 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ Mi N 2" EDGE DIST, ATTACH 1X8 PER MANUFACTURE — MASONRYTHROUGH 1-1/211 1x4 P.T. & 1x8 P.T. DETAIL 1x8 w/ (2) ROWS 8d NALS " 3" DETAIL 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. 1/2" DRYWALL N - 1 x4 DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 16-j 2x8 P.T. w/ (2) ROWS 3/16" — -77 7 APPROVAL FOR CONN. / , / / (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & L FURRP END w/ MIN. 2" EDGE DIST, 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0-c- 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1114" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Old NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU — 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. 17A INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 114" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-10" SECTION A -A 8" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ir, EMBEDMENT INT /4" MAX 0 Z-O" 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) 1 Od NAILS AT EA, END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OT'� F BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T N T 2 x 8 VERT. BRACE(S) )OS 1 11 ATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSID E 7/16" 08B ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 1---1— - INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. X4 SOLID BLKG. (FULL WIDTH OF WALLS) 1 BTWN.OS B ARCH FACES W/ (4) 10d NAILS EQUAL — THRU OSB INTO 2 x 8 7"f—'--2 I - PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. � �s 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 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 81, EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W1 (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC MAX. 8" PROPER INSTALLATION #5 REB) (TYP,) FILL SOLID BOTH CELLS STD, go, HOOK (I V / I/, A Lilan Ll 11171 'LL NOTCH WEB AT 1:5- FIRST 2 COURSI UPLIFT CAPACITY = 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2"WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W1 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 IMPSON (5) 12d NAILS 2X6 TO 2X4 H2,5A W/ (10) 8d NAILS WALL D) W1 'j v N 0 C' 0 A 4 ING ATTACHED 'CHEDULE NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 4 EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. S. MIN I Alp, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. ATTHIS .1 SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O�C� 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C� SECTION @ ENTRY rL SCALE: 3/4" T-O" � �s #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 4-7 - I F77-1 1 t. GR DE CIA Cl) z >L 1% \1 . . (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 R YP.) rHE �S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) 0 010 0 B @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. >< 3/4" PLYWOOD DECKING GLUED —A ATTAC HED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ ;Z1 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD �: O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL I Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB VrBNC NOTE: LAP SHEATHING TO LA BOTTOM OF BAND C SIMPSON HGAM10KTA @ 12" O,C. w/ (4) 1/411/2" SIDS SCREWS IE INTO BAND JOIST & (4) 1/4"13/4" HI TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION 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 BRIG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW-1--y--L CONT 2x4 NAILED TO BLOCKING W/ 2-12d NAILS 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT KING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. C NT ENTE ;2x BLOCKIONG NVAILED 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN, 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE:3/4" = V-0" FOR ALUMINUM SOFFITS �IITH 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.* + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-16" q DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4 (2) 10d NAILS @ 8" O.C. 271, TO TRUSS TOP CHORD PLYWOOD SHEATHING + + + BLOCKING AS REQUIRED TO ++ + SUPPORT SOFFIT + IRU DO 4 SS AS UBLE SHOWN FOR O'� 2X4 SCAB FOR 2 -1 �/VQ 12) Od NAILS To T USS Tol R + PLYW( + CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX� 4--o") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-101" SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:3111 1 Qr=i= (zPf=l=T n) akin z 0 U) U- 0 LU U < U- 0 s FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. :A OV A. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REaD. 11-011 51-011 ----#5 BAR 1011 . . L CENTERED W/ V - Ito WMI C) IN TOP V1 KNOCKOUT/ CHAIR BLOCK —9 % MONO FOOTING A SIZE AND REINF. PER PLAN jF-- AND SECTION DETAILS DIRT A STANDARD 9 99 HOOK #5 BAR IN FILLED CELL IV L L. I L, V L, 1 1 N't., It V V v if. ��111 �-- REINF. PERLAN AND STEMWALL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-10" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"XT' 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 (2) #5X6 IN CONC. FILLED CELL DRILL 3/4"1 MIN. HOLE SET BAR IN EPDXY SAW CUT SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. e-4 C— tea'' — C, 4z c= S Cz M 41� x\\ -0 Mv S E 3 C-, < -z �"/, �/v To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications wntained within these drawings comply with the 2020 Florida Building Code - Residenti I 7th Edition. Engineer's signature and sea[ is only for u the structeral engineering portions of the drawing pages bearing Ingineer's signature and sea]. 0 E c:1 co 8 C� 0 0 r" r.- V F 0 4 (5 co LL ILL CIL �U" Cc i;:2 W = 'a N 0 0 ;7, W :5 M ui * z < LO 0 < 3 00 z 0 co W C, <0 < 0- - 0 Q) 0 4—J .1710 LU C) 0 0 LU Ln -n F W LU — z 8 Rig— ::� E � U) 0 C) cl� U- c6 E CL E a 0 < CU W < Do 0 zCL cz� E �0 < �z �2 C < i z < 0 Z z .2 >- z Cn 2 0 � 29 Z S 0 2 0 z W W C-) 0 H 1 I 'z 0 CID I- R 8 .0 Ir- 02 . > wcn 6 C) LO II!— CN C.0 00 L— 1 co C) < c-6 32 0 Ob to CC> Cr g C:) Q0 ch < C14 04 LO 0 co LO C'Q LO (0 Q0 E AI 00 0 z E CD to M C (L E 0 0 -0 0 < C JOB NO 22-06569-06566 SCALE AS NOTED SHEET NO. SS PASCO COUNTY 3 v Cr 0 LO co 0 I �o J 20 Lin L0 O I N 0 V) 0 .o 0 I coo 0 :3- 9 e7 to a c co co I 0 cCr O / G tot N N fl- ai O S 0 0 c C J LZ 0 i _o CL c 0 U J a� L� N O S 0 d N N ra 0 0 a m 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING �- WEATHER SLOPE cRESISITIVE R BARRIER 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 p g p p " N EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3 ; SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING ^ OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WINDOW) = WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED 2 NAIL BRAND OR EQUAL WEATHER 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 F� PROOF CAULKING O of draining to the exterior wafer that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER ' RESISITIVE z' BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH Egli 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 _ UNDER DECKING SUBFLOOR (SEE DETAIL WP07> other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No, 15 asphalt felt shall be applied pp pp ' g p Pp i sELF ADHERED FLASHING -_ _ 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and p pp p 1. Cut, fold up & temporarily secure weather RIM JOIST , building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for � flashing installation , �, MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 3. Fold weather resistive barrier back over head flashing and seal with tape 2 1 2 Q 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 p q y 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 Scale: NTS FLANGED WINDOW ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ 1 EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING -�/ 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be CEMENT PLASTER PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING + applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU -MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. p ry y p g g p WINDOW LETTER ON CHEMICAL COMPATIBILITY ° ° RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT ° SELF -ADHERED FLASHING° SELF -ADHERED FLASHING, `o (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 4) SEALANT JOINT WINDOW BUCK TO ° ° EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ' MASONRY WINDOW BUCK ° VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashin s g p y g pp g - 2) SEALANT JOINT "=`` `' ` `` THRESHOLD shall be installed at the following locations: 5) SEALANT FROM • INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. SECTION -A (SEE DETAIL WP02) AND EXTEND TO wlNDow FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY DATTACER CODE SELF -ADHERED FLASHING O 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 the 6) TOOLED SEALANT REQUIREMENTS 2 shall comply with at exterior window and openings shall accordance with one or more of BEAD BRIDGING ° following: CLADDING AND WINDOW FRAME Z SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturers+ Instructions, in accordance with the flashing manufacturers+ instructions. Where flashing instructions or details AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 O;= SEAL TOPS OF JOISTS 1 UNDER DECKING 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING $ (SEE DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 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. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 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. a _ SHEATHING 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, A op Water Resistant Barrier 7.7.At built -In gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVEAPPROVVEDDHOUSATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL EWRAP PATCH STRUCTALATH TWIN TRACK 2.5 StUCCD FLASHING AND WATERPROOFING METHODS TO BE USED. ° ° 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME `� APPROVED FLASHING TAPE \\`j I/!/ DOUBLE x ° ° r 2 7/8" Cement Plaster °v SEALANT SOCKET WITH Il i i JOIST f J i1 I ad ' d TOOLED APPROVED SEALANT I i SINGLE , � f I WOOD BEAM JOIST �` \ \ BELOW �\ � , � a � µ 1 SELF -ADHERED FLASHING ° a Foundation Wall e ° e ° In accordance with 7/8„ Cement Plaster AST 92 e with MC 6 In accordance i ,,. / SELF -ADHERED FLASHING .> ,. 2 e a ° ° a° a a° ASTMC926 Felt backed metal 3" MIN ° ° °"w f lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 ;' with ASTMC1063 lathe In accordance FLASHING FLASHING O 2 5 with ASTMC1063 ; Building Paper , Building Paper 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING ■' FOUNDATION WEEP SCREED ■' sheathing 7/16" O.S.B. , Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER ,: .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - - r 1 Ij Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH 1 STRIP OF SAF LEGEND I ` SELF ADHERED FLASHING (SAF) ' Maintain _ Stampede or similar Bottom F- I DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT I of cauk bottom Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 112" DUROCK W > I BARRIER (WRB) - - I BOND BREAK WEATHER RESISTANT BARRIER- -_ I BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2"to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ca ¢ I I I PLASTER ACCESSORY Sheathing Installed As Per I SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS ® Manufact. Specs. 1'-4" PER PLAN z I j Detail Instructions Refer to the number marked as (D in each detail that corresponds to the lop 0 1'-0" PER PLAN j I WRAP DP WRB ONTO I I i s THE VERTICAL „ ous Cement Plaster finish numbered items in the list of instructions below: SURFACE TO TOP OF I 1: I FLANGE AS AN AIR De native Decorative Finish in accordance I I II BARRIER I 1 I with ASTMC926 ®®®• All inside and ®®° 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU _ - 1 t� 3-1/2" INCH FLANGE ° ' °°® over wood 2nd ,®°0�' ° ° ® outside corner will .®®°. floor®® 2. Install flashing and weather resistive barrier to form water shedding ° -"------------- - - J I I need to be miter laps 4" OR 8" CMU a l� ° ® ®® cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) �p _ Z Z I i STRUCTURAL FRAMING ° `°•°,. o•` butt joints need to 4, Split the release paper using the ripcord (Split release on demander-° FILL WITH GROUT 1-1 8 a l: " �� 1 ° °°o°®@ °e0 • becaulked using ° ° embedded in the adhesive layer) - for ease of installation and to a a �,� . STRUCTURAL SHEATHING I 1I • Stampede or Sim. minimize scoring cuts _ ° ° ° LU a_ W a_ THIS GAP IS A RESULT OF „ .; PLASTER STOP �I . STRIP OF SAF NATURAL SHRINKAGE. caulk for all 5. Remove all release paper per standard installation instructions and ° °� _ U) �-- - - - - - - - - - DO NOT SEAL. _-- CONTINUOUS BACKER i' ---- - , DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" U ROD & SEALANT DRIP SCREED PLASTIC ; d Minimum ��_ d ° SLOPED MUD BED _ r- a w _ w � ACCESSORY I BOND BREAK WRB I , . I 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to a d I�j ° Lli U) � ; SF LATH fit tight to VINYL SHOWER PAN F:=1 ° O corner ! ; 8. Mechanically fasten as necessary °° - ° ---------- =-- ---- ---------- ' Note: SLOPE ° a - ; ; I The building paper and metal lath must be g p p ° l Cement installed over the top of the weep screed. d�`____--_---__ - 4 _ r PLASTER STOP � Plaster block CONTINUOUS BACKER ROD over zi a 4 4 & S 1 st 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE C-4 0 r Cif r o r- eh +lt CP � m o G r-c N CV 0 CV GV 0 Co 0 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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 h' QCDM o E V 0'00 N D m 0 ro N O # 7 CV OV qk <L ,n W J it LL � � d Z W � Z o W Z IL °' Lu J ") CN DO M Z i` Z J OU o M N z N M 0 0 m N z o � J - a M c 0 o _ w J to w o 11J aimCa � '- E - W s I i z� v o05 N Q N OI oZ co Z M z O z < U ;s os® �. oa V W� � 04 � OU �K Z O E CV °�°z o wz L C _ = Z O m 0 O LL Z Z a� J �m -'- <° �<W z t/� L oa z no WCD LLa Y F a =1< o a r ~ 0 o � � CV � o ll o r _ (� O Q � U OO CID C 0 C� m ! ^LO N CN F-- 004 (.0 r E E ' o z f6 Za 7 E V1 cc N E � -a Q 0 �U JOB NO: 22-06569-06566 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gaugol +112'x4-112'x2-1Z* sxk cross swPort (May be Cut th W) 10-5/8". (Typical: 3 � INSTALLATION INFORMATION 00w; #14Wf-Drilling Ir 'Cirewt It Wttom Edje sirl'ap In front) INA 01WKV Au.DM AporwelfQrNee 1, HVHZ Approved ter Use Outside HVKZ IMDVA fla.ltard 110$10 F-sure I SmadVerit Model #1540-510 Dual Fu.ff,- Flood and Ventir.116,; Vent 12r3lJ2023 Y�� Y. WA .1 oof 100 2 Sm.11vent Model *1540-411 Dual F-floo FbW end Ventletidn V,,a izsmon Ye� Y.s N IA -lWI00 3 Insulated Flood Voilt 120.1nm yes Yes NIA +MP'190 4 SMadvent "Z111411111: Van, 12"'M 1 M4 y M, yes NA +1041- smedvem model# IS .14. ;; g 6 Door FIocxI'VW jZ041202 3 �% Y. !Y/A PIXA 6 Smadvent McidaWb4WO Wood Wall in.slated Flood vent yea Yoe WA 1�1 ODA) DO T amodVent Model #,1B4Q-$74 14.5liquot; GARP Door Flood Vent 1MI12023 Y. Yq 14hk N4� QuAvAssury,e AppiroWd to, Use Awroved lot U ImDact Mean Number 0 Its waten �outrad Expiration Do" 1. NVHz outside 11042 Resistant P I or=111.1111L.Ing Sy5tsm5 DMPIOONS�MMO 15088:c*G 1758�. 13MC 2008. lwalnotifl 'yea No N$A +(V-180 ONO 5v Florida Department of Business 9. Professional Regulation Building Codes and. Standards ProductAppirovall Application Detail Page 2,d 4 -ItZW72 Err9tV gi T-6 �gt Manufacture Costs Engineer & Lloamse validated W jg�j 1�� status Revision 2020 Therms-Tru QqrpoTston Ste" Jas argon Lyndon F.ijohmidt, P-E. R n P. E. J. King, 0411WOZ 12131(2020 W2V2021 QWM2021 Appirwadl cebirligry: Edarrior D66M _7626 for (boo) 4um 84�p a� SubOatOggrT swinging Eklarior Door Assemblies complefte Method: Evaluation R.Padf- 0 rd Florida Rogilsiered Architect or a Licensed Florida Prof-1.0ral Engineer QualityAgasuranco Awrovadidruso Approvadforil Inutud Desitill Numberwhiame !i1.!:!�1.j111-1ber4Iasslo pmductioeswittion In livHZ outside HVKZ Resistant, pressure 1 and Smooth -Star Nominal 0&1M;6 Aquot1moactScuot; Opaque 12131= NO Yes Yes NZA C.mp-lb.,Edg. f7ib.MI-8VgI. Doo, (Irt"namult1wing! x configuration) 2 b. Thernr�Trw Fiber-blessic and Smooth-Sitor Nominal 5&09;8 &que%jaWct,&qwt; Opaque llmia=� No Yes Yes NIA pomIrl-1110e:-en irdd D= with EId.1 X0, Ox . ONO whfig.rat.n.) 3 o. Therms-rN Rw-Glassic and Gmooth-Star Nominal SW9;0 Opaque 12M=22 No Yes Yes NIA "I r Composbe Edgesiberglass'Dodble Door V. without 8idelites RnWingtOutswing:'XX or oonflowrations) 4 d. ThermsJru andSmooth�Slar Nominal 8&ArEb);d&qUot[mipao*uot Opaque 1213112a22 No Yes Yes N;A Qampoate Edge Filborglans,8idgle Door 0 drwingfo ' id ' swI4 x-owguratiotil 5 0. ThernlaJru andsmooth-Sbar Nominal B'0 &quMTnpaCt&q4q� Opaque 12t31=N No Yea yes WA Composite EdgaFtherglatisek1gle DqarN�Ith xo� Ox- OXO 6 f. Thermat-Tru Rber,0sedo and smoc#�Star Nominal 81109;0 "lmpa.fi" Opaque 12151=22 No Yea yes N[A "I'm=0 I. . =91 mfifigurafions) 7 9. Therms-7ru Fibet-Claasic and Srdwm�Sbar Nonothal 6&PW,8 iiqucrtlmpaut�,quol; Glazed lwalr= No yes yes NIA Composite Edge Fibe ' rglw Sftle Dow 8 h. Titerme-Tru Fiber-chasio and Smooth -Star Nominal 6',,S "in-ppetaquot Ciagzad 12I31= No Yes Yee NIA composite Edge Fibanglotas" Silvis Door with addiga(st friswinglOptsWrig; XO. QX� OXO configurationr.) 9 L Therma-Tru Fiber-Oassicapd Smcqth-Star Glazed 12131=22 No yes Yea WA Oamposito Scl;I& Fiberglass D661s Door Wth or %fthaut Sidelits. jns�k�jdu�g:.)M or 0CKO mnfjgu tonal 10 NorhfrwT8S0S0;Q &qwot;1mpaot" Glazed 12131/2022 No Yea Yea NIA Composite Edge Fib,"laesSingle Door 11 W. Themna-'Tru Nominal Glazed 1"1&022 140 Yes yes NA Composite Edge Ff�iegtinas §Irtglis DoaWlth Sle,6 ritW ngiOuts,6i nit, XQ, OX a OXO 2511" n Itme) 12 1. The,rha-Tru Fibar-C4asso and $rrwth�Star Nominal S',0 "Imi"et&qu0t Glazed 12t3la022 NO Yes ye. WA Composite Edge F"ar"a" Double Door with or Wthout Sidelitu Onrig/Outsw1bw xx or Oxxo conflQuralla 13 m, Therma-Tru Flb.,4-lasalc and Smooth -Star NornInale 6 &qu.t;t Ided 1213Q=2 No year Yes WA �:omlpothe Edge=. itn;,G,�.D..rM' 0-w atswlrldomld.�.odi 14 n, ThermxTru Filopr-Classic and Smdath-Star Nomfl,2168.43W,§ &quc)tlM , pact&qLiot; &sued Malded 1213IM22 NO yes Y- NfA Open Compoefte Edge Fiberglass Single Dom y0th Glazed Mo I Ided Open Sid.lr(s) ?InewingOutswing; XO' OX or OXO -figunati-si 16 Th.---rm Filb-Classfic and Smcoth-Sbar Nominal 6=5�.8 &quqImp2ct&quo1; Glazed Molded 1213laM "a Yes yea WA Open Composite Edge Ftharglass Double DoorWith or without Glazed Molded ap- Swieiite-. xxw OM coldigurabom) 16 p. Th.-Tru Fibo,Cle�;si-d Smoofh-Slbae Nominal 8&939,8 &4.6t;tmpa.taq.qt Opaqu. 12t$V204 N. yes yas WA Composite Eta Fiberglass Shole Door %Nqth Molded Open Sidefits(s) OnvoingiOutgMirg; XO, OX of OX0 config ulanonal 17 q� Therma-7ru riber-Cluslo and Smoorkh-Star Nominal 6k#ad,8_,"jmpat" Opaque 12131/2= No YM Yes N/A Florida Department of Rusiress & Professional Regulation P.9.1 al Building Codes and Standards IA=1 Product Approval Application Detail Entire Ewe net- 1VD0 version Manufacturer C.6100 Enalaw & W� validated By Vaituated Submitted Approved status Review 2D20 lopTIndgerries jen,' Roe-ew Kand-Dad� SCCO - OIEF Mlernl-rtde SOCO - VAL 11)19MD20 101,W20M W�412029 "Od ca*.;;%�" Ed"lor Nors (441) 486,0100 315-2s9d Subtatogwy-Silding EK'ierlor O-A.�.mblpo Imo-k1@;p9WndU.Id..o "M Awrowd for Us A= Deal- Ni.ha-r N- c 4, HVH R".st.nt pm- M�odal (La1,SM6sRe4e1psd) d) �==D 04114POzI Yet yes Y., N)A Category/Subcategory �Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber-ClassIC and Sm ooth-Star (NON -IMPACT) FL2,0461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT); FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth-Stari(IMPACT) FL20470 +80.0/-80.0 psf 12/3112022 B. SLIDING MI Windom and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F 1-8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Sedes 8000/8100/8200 #1124 (16X7) FI-8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 60:7,707,727,747, and 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FI-17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FI-239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FI-15351.1 +55.0/-55.0 psf 2/1612024 C. FIXE D MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FI-243.5 NIA 4/30/2025 D. MULLION MI Windows, and Doors Series 5764 F Ll 5353.2 NIA 12/31/2024 PGT Series 5500 FI-261.1 NIA 5/2612026 E. OTHE R 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FI-13192.1 -FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F 1-15272.1 - FL 15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.2/-54.2 psf 7/3,0/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FI-10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (lbr-Shingle Roo�� 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (fbr Tile Roof) POLYSTICK TL) MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents, FL16918.1 - FL16:918.4 NtA 9/9/2026 Flodda Metal Products, Inc Vent RV 10 FL21580.3 IWA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FI-7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849A6 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 2 00S, DMC 5V FL17679.1 +01-180 12/31/2025 5:. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel StorTn Panels F Ll 5076.1 - FL1 5076.2 NfA 12/31/2022 All American Shutters & Glass Gaixenized.Steel Storm Panels F Ll 7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components, Alpine Truss Plates F Ll 999.1 - FL1 9,99.4 N/A 12/31/2024 MiTek Industries, Inc. Truss: Plates FL2197A - FL2197.5 N/A 12131/2022 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 Ill 512512024 The products listed below did not demonstrate product approval at plan review I understand that at the time of inspectionof these products, the follovAng information must be available to the Inspector on the jobsite, 1) copy of the product approval, 2) r1arida Department of Business & Professional Regulation Page 1 of 3 Building Codes. , and Standards Product Approval Application Detail I OEM BOB Entity or Date, Gateloend[rta Tvoe VeraLon contatt Engineer & Wedge validated Validated: Submitted FSO ApproVal Approved Statu Revision 2020 Themna-Tru, Corporation Steve Jasperson Ly,,don F. $qhmidt, P.E. Ry.n J. Klng� PE 07=020 07/12= 0712WO20 JQfJ312020 Approved CategarV: Elterior Doors (SM 843�7628 PE-43409 (818) 767-MrZ Sul)Oatagorf. SWInging Edartor Dw Assemblies sjaqpe=n@tharmatru.w COMPIlanCe Method: Evaluaticm Report from a m Florlda ReglStated Architact,or a Licensed Florida professional angin's' QualityAssuraflas Apordwelfort.1- Auvrovedfousa immot Deslan S-q ProdUet Model, Numbergr Name Pruduat pasoriptleft COPL��Igllori 1111, In 11V outside IlvHZ Rtslids Presgru 1 a. Therma-Tru Fi b-Class. and smaoth-Star Nominal 6&#*.S &quM1mpact&quod; Opaque 2 yes yas yes NIA Comp-41is EVgo Fiberglass Single Owr (Iru�Ang/Oufaoving; X -firig-b-) 2 b. TihatmaJw Fliber-OassiG and smooth-Sta, Nominal 0&#V.8 4wotimpact" Opaque, 12J3112022 Y as yes You NIA Composite Edge Fiberglass, $iquieOpor with Sidolke(s) 0nsvV[no10u1swdg: XQ-0Xor OX0 configurations) c. Therma�`rru Flbar�Claaslo and $mooth-Star Nominal "ils" &qUotjmPaot"�Opsqua QAV2= Yo. Yea Yes NVA Composite'Edge Fiberglass Double Dbor,�ft or %fth6ut'aldolites xx or 6)(Xo oonfigurations) 4 d'rherma-Tru Flbo-Classic and Sft6tt�Stsr Nomlngl W314.0 &quQt;Imp1sct&qU0t,�Opaqus lWiT2022 yes yes yes WA Composite Edge Fiberglass Single Door flitswtvOutempling; Xqonfjg�rafiw) 5 Th-T. Fiber-Cl-ic: nd Sb-Iotfi;Sbr Nominal S&Ose, 0 &qudtjm0d&q.o� Opaque, 12J3rI*Q4 y- yes yes WA Composite Edge Fiberglass Single Doorwith Sidelb(s) 0nsvino[QL;y4ng: )Ci� OX or OXO nfiguralions) 6 f. Theurna-Tru Fillber-ClassIc and SmoothxStar Nominal W39, 0 " Imp..t&qu.t Opaque imir4w yes yes Yes NfA =81te Edge Fiberglass Double Dbqr.v*h or Sidelitag (IneM*OVMwiM.XX or =0 T g. Thomna-Tru Rber-Clagaic and Swooth-Star -fig4r.d.n.) Nod`InI216',� 8 &CILIO�ftrpgor&qt)0� Glazed Cornposr".Edga FibArqI3gsSmgWDoor 12)31r2= yes. yea� Yes NfA 8 h, Tharma-Tru Fiber-Clusk; and Srnootl�tar Vra;Wng[Ourriwing; Xconfiguralloril Nominal U00.8 &qUotjmqaot�quot�Gjued Oompoaiit. Edge Fibc�glas* Single Door,,,ith I M112022 Yea Yes yes WA 9 1, 7horma-Tru Fiber-daeap'and $mootl'star =1117�40utswing; XOjOX or OX a Nominal WW "jmpaot&qUqt�'0 I fez I a$ comlpoade'�dge Fiberglass Qou 416, Door vo or IWU202t Yes Yes yau NIA 10 t Therma-Trupliter-r-lasaic and Smooth-S�r Wtha.t 01dolits. (lndWbq1OuMMrlg AX a, OVQ configurations) Nominal 8WO;0 8AMol;Impaot&quoI; Glazed Comloosde Edge FibarglaiesSinigle, Door 112131,1= Yoe Yea yes NIA 11 k. Tft&maJru FIber-Classic and Wootli-Star (I nsv,1�910uiswing; X c-figyn.fib") Nominal S&MD &qu0l;1mpQqk&,quot; Glazed Compasite.Edge Fiberglass Singlellw,Wth IV31=2 yes, yes Yea WA 12 1, Therma-Tru Flow-Clastic and Sidelkeis) ortsMawoutswoo: Xa� 0)(or OX0 vonfigurationo Nominal 8"3,10 8'quotjmpvcMquQt' Glued Fiberglass Double Door with or 12J31=22 Yes yes Yes NIA 13 M. Therma-Tru Fiber -Classic a no SM001111-Star (Inswirvioutsov, YX or 0)0(0 configurations) Nomlralfi=s(i &qU01;lmpzqI1qU0rI; Olpaqua =Edge Fliberglaws Single Door With 12131r2M yes Y-1 yes NfA 14 n. Therma.Tru F] ber�Claxsld and Smooth -Star ,',=mpeot" Sldel*s) (in twwing; XO' QX orPXO omfuVrations) Nomina 16'8 11quotImpactliquot, Opaque Composite Edge Fiberglass Dou ble DW with 12131/2W yes yes yes NIA 15 o; Therma-Tru (Inswroloutawnp; OXXO oonfigutation) 11omina" 6,pot 904olikq ,'�Q tiu" COMP061 se 6'ihg 6�� 1 W31 =22 Yoe YM Yft NIA is p� ThelmJru RaerClosgicandSmoolh-Star Nominal a&#*Q &qtjotjmpwat9,quot,,op9que Composite Edge Fiberglass Double Door 4h 12J�Iaw;i yea yes Yes NfA 17 q. Therm-Tru riber-Classio and Smoorft�8tar OXXO ounfigurabon) Nominal ftMel]l &quoI;Nan-1mpoq*Ljot; Opaque ,omposita Edga Fibarglas&SIngle.0oar 12J5112022 Yea yea No NZA 18 r, Tharma-Tru Fiber-Classib and Smvoth-Star (I nswinglourtswing; X Gqnfiiauration) Nomingki 08A9:6 "Noh-lnnpaCl&,qv6l; Opaque Oompoefte:Edge FibegIme single Door shn 12J3112022 Yes Yes No NIA 9 s. Therma-Tru Fiber-Clasalo and Smaoth-�tar SldelWs) (InsWnWOuts;Mng; XO. OX ",OXO configurations) Nominal 6&439;8 &quokNon-1m;paat&,quok,qpaque Composite Edge Vlhafgiess Double Door VAth or SIdeliftas XX IM112M yes Yes No WA 20 t Thermot-Tru Fiber-Olassic and Smooth -SW without (IngwlngidubaMn�; or OXj(Q conflourabons) Nominal 8&1391,0 IlquotNon-Impgaftuot Opaque: Composite Edge Fiberglass Sinale poor IM112M Yes yes No NtA 21 u. Tharma-Tru riber-Classio and-Snuxxtjh-Star tIm,W4QubPMn,q; X c-fig.relt-) Nominal 8&M:D 9quotNon-Impacauot Opaque Com 1,E el, rg.1 lXno1',.DooQth, 1=112OX Yea Ves No WA 22 v. Th.m-T. Elmorlh�%- Side=8-8 .� artrre.t n., . 'or 0)(0 conflo nations) Nominell 8&439;0 Composite Edge Fiberglass Double Deor)Mth or IW1*022 Yes Yea No NIA 4 w Therma-Trw FlIer-Cilersvic end 5mo*.$tar Without $jdalites (inswirvibitt6�ingl;,)C(6tOX?�q,. Nom1naI,0W0;8 Glazed Composite Edge Fiberglass Single Door IV31=22 Yes, 'row No NIA 24 Tharn-a-Tru Fber�Clusio and &rr3oth-9fpr (I nswing/Ournwhg; XconfiguradR�n� Nominal M#*8 8,quol�Non-jmpaql4quot, Glued Composts Edge Fiberglass 81rtgle Door With 00 lw(q� �Co� 0>Cor OX0 126112022 'Yea Yes NO N)A 25 y. Ther- -Tru Fliner-agasic and Smaoun-Sinr onsvAngloutswrig; con%ulello's) Nominal 6&939;8 &qurt:,Nqn-Imp9d&quqt Glazed C,ornposite Edge Fiberglass Double Boorwith or 1213ir2o,22 Yes Yes No NIA 26 Tharma-Tru Fiber-Classin and 8mooth-Star without Sidelitas (InswingfOuteming; XX or OXXO corribijundion%) Nominal Composite Edge Rbarglass,Shgfis Door 1213112022 yes yes NO N/A 27 za. Themra-Tru Fbw-Oltasi. and Sffi-th-Sw (IneWnglQu1swing; X colfiguration) Nominal WM;0 Composite Edge Fiberglass Eingle Door win 1=112022 yes yes Kb NFA 28 zb. Therma-Tru Fiber-Cla�io and Smooth -Star adelito(a),onawnii/OurtsminG, XO. oxor OX0 configumlions) Nominal 8&939:0 ".N�Impavt" Glazed 11MV2022 Y- yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detali Page 192 i'sr4l ow l�i x; I i 1111gig i � I Is c 1; ing 1 1: i i i !I I ii 111: 1 i ii i 1: 1 1 1, 1 1 : ii mommeogm code I!nft or Date Date DatIt M= VINW Manjt0,tuw cu'AW Enntdaw& Lj,�o VOdgd EV validated Sbrddd = A,=-d SlAft. Revisi. 2020 MI Wndo" and Door$ DrtntatHngor Luis Roberto Lomas Sttven K VrJoh, PE iom=020 1W8f2= 10fj912Q2Q 12115M20 -Por-d calogoT, Exterior Doors 4717130-33oo PE,82514 l717)31T-8454 Sub-toijorf. SICIng Exterior Door Assemblies compliance Moth I"all Repon Irom a lod' Florida RE915tersdAr I o�qsl U-n*ed Florida PrclaWoonl Engineer WWIW Asiurabg4 Aire= Uei Atwrow for uvo yesion 0 ou Produa rilodig, num Product Nacriatio OU0100 Hyltz Frosimont I SERIES 420ALUMINUM SOD SERIES Q0 ALUMINUM $00 OXO a Yva No NJA 146-314&qUotXW&qu15t: NOI+REINFOIROED 2 SERIES 420ALUMINUM SGO SERIES 420ALUMINUMWD QXXQ)O� 12aii2m No Y. No NfA 9"q-I;.aU&qu.t NON-REINFORIM 3 SERIES 420ALUMNUM SM REINFORCED SERIES 420 ALUMINUMaGO REIMFORCED ow 1213T1202A No Y. No WA I45.3t'Aquotxw&q."; 4 SERIES 420.ALUMINUM SGD REINFORCED &EIVES, Q0 ALUMINUM Sol) REINFORCED OX tWi/2024 No Yes No WA X0, )V1 96&quQtx96&q'0t; 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 42CALUMINU M Soo REINFORGED XKK 12131NO24 No y- No WA 143"M9eq.d; Florida Department of Busing" & Professional Regulation Psi d2 SuildingCodes Ord Standards 1,9=1 Product Approwl Application Detail code Brady Data Pandin, 299 TV- vorsim Mahutwurgr Contact VJldd*d 8V submiltad FDOApuraval Approved 09a Rlevi.ft ZD20 W�A a dvisin of Overhead Do., Mgyn. I(mrsh ).hn E. Sootat Jfty P., Arr.s.. Pe. iW1212920 ogr2=20 10'123"�020 12h6/2020 ApproVed PE-F (3303763-8121 �1737 (K4) 821-6�00 Calsoon'. almor Doory dkDMjShQwyne-daItCn� SUbCON0.1r. Sadion.1 R.Ww Door A.-ololl.. w Complin-a Method! Evolustler, Repoftnem a Florida RnIsteredArohiteot or a I-Ioensed Florida Professional Engineer ProdW Model. Number or Mantri, A-ge A-,,,d for Lin Awroy%dfwU,, In HVHZ Outslido HVMZ I.-C, Resistant Dw- 3 8000181ON20001105 sU39: N.� "din. 14&4W Me), Inalot. Gisong 1 PJ31=2023 No Yes y" -31.w-$5.00 lVallabl. In top or Int*nhedI&t6 section, 10 $000/61ON200#1123 16039: Max'Adth, 10,99; MaxhWghL2Qj%zur;;, 12MQ023 No Y4. y" available In top or Int-olale 9�qtw. it 400018100420#1124 18ws� Ma"A46. 14WS'L 12mmn No Yee yos t34.401-�8.30 available In top or Florida Department of Business & Professional Regulation pweldl Building Codes arid StOndards 1MV=1 Product Approvat Application 04tall Florkle Department of Business& Professional Regulation Buildrig Codes aridStandards ProductApprovall Application Detail P.2. 1 oF2 i/15=1 Code Entity Me 0" Dat. 1--ding Det. T�m Verap" "am""Ct"rer Fw A--w Awrovad SAM R014911111 200 o or's eventslifinger Amon6an ArQh]iqotUMl Swen M. Url& P5. ii/170RO I V1 71;�,10 11127IZ02Q Approved 1-1117-811111,we (71n3dZ-:S30a ITI700-!1454 SUbC;#4god,: Single Hung h1U.Qh-49nnIwd.a- CMVIIIA08 Method: CorgOdflon MaIR a Listing QualltV Agwanoti, A,Om,d for Use h0lar"Md La' USS Imead Vesim $-A Model Number or, Name Frodwo Vitatflotion Cortintot e9piration runs In "vI4Z outdo HVHZ Resistant 2 5a72 Fln)Flange Frame IGISG Single Hung I DM8,2023 (at Nwo .0'$() Lamlr�.t.d Gl- > 2 0 0 L- CL 05 -0 U) CU -co En 0 L- 0 COD 0 0 - �: cm. ICU C= 0 CA. Me-, I Cn Co ce C-4 ij U) Cn 0, 71 C2 ca 4 Z Z w mi C%A LLJ C2-::5 cm 03 11 Lj-Ia_ CD C= C* 3: cts CL, CL, W 4D mg U, rL C5 L) E Z C/) M > C) > L- CDL 0 CL 0 (3) Cl) =:3 -0 r) 0 W < SHEET NO. PA 1.0. I '�! Florida Department of Business &,Professional Regolation Building -Codes and Standards Product Approval Application Detail . Nils 0 Of 9 105=2 I Code ���l1�111�1�111�!111111 ------- __ ____ _____ __ __ _____ ___ �,���!i Iss, i lll!:ili!m Why o 20 11111111;11��Ill�iill I P�ll : 1 1 � ii'llii:il:iii l��! !�il�lijjjjjjjjj� Datelaending 21111i , IM � version Minnurectu Contact Encifirraill License Validated Vaudated Submil FRO-AWNI AppirdrIed M" Ressler, 2020, ThermNsTirpCorponal 1 phri E, Ryan r Q St.- jrN.1-tem Lyndon F, Se K.��g I 7 4 IgO21 qg�j�a()�j 101,1§12021 .1 2JI 512 M Apre,lh,o 0 1 Catoriorvixte,ior boom , �%� 6�p�'e. I � (800) W-71�28 PE43409, Mo) 1 subcatintri swrgI ri; Extol Door Assami N)aspersior4thafrinstru.co , -6 Complain" Mrrurod: E,oausli Report from a . 5ilol Registered Architel a Licensed Florida Professional Engineer ; � - ,,,� ,,, , I . � � '54 dA, , 1 ,, , 1, ,-- - - - , , , - - "' " � `j I I ""I',"," ��,,'�"" I",", , �' -���,c,-",r , � I , _,��fil,�,T', ,,' ,,,,I��� C 6 �, ,�,",,,:�,.,,,,�'i'����-���""f", ,,,,,,,,,, , , ,�', �, - _�;�`Inl�`P ,,:,,',,��l,,t�,`� , -, ,�,� ��' , , � �, �� zlriv N �".)�, � �,�!�� g , 11 , I _'� I ", " _-_,, _,"�, , 7 �w _ , � _,, , , �, � � , " , -, ,�,,� � , � -, " �', - " �!,�, I im ,� ___ - ��, j , - , , . , , �� - ", 'll!, ,� ,�,�,,�� - ", , , ", � U � � , , , r� �. , ,�X`__`�,�."i�,�� � - - - � 11 , - " , , " ,� " �� � ,� -, , V, , " � ,,, � "I'll, I � 1 � ��,, , , !!! �' ", -,� . I'll � � I `1`1 "I, pw�,,�,, � _- �, ��,,,, � ?,,,,,��,,, ,1,1� ,� � 11 1. V,11�111111 I - ,,,���,,�,,"�,�7�,'L,'�,,,�,f,PAI�����, - ", ,N"",�"""d�w,�,�',',,',�',, �'-',',"""�9�J�,,,% � ,� ,,-,,, �11, ClualityUsuril Augm ___1 . � �md I to[ Lhisit AppmedrdrUste 02ii seol S Product medial, NUM bar oLhga Product Description Contract Expiration Date �HV Deftsilida HiVHZ tl�� on,sauns I a Them-pi-Tru Filom-Classilu and S-mothi Nominal Mpg�.S equzrNcm-lmpaoU%ql Opaque Im I= I - , Otimpol,fial Edge . Fibog I lam Sirroo , Door I , No yes No MIA . 2 b. Thermal Rber-Clasal and'Emooth-Star (InswingifiDulliall koonfiguration) Nominal 36M,8 liquotNon-ImpacArluot; Opaque I Val/202� CompatiterEilge Fiberglass Single Door with XO, 00(or,00 No Yes NO NIA, 3 a Thermul Flosix-Classfeend Stwothi I Sidelk. I I , (a) ilra,lin'610tibil "fauniiiierill Nomit'416Mi aq0od�NplI,1AVabr9l Opsqub i'2?31/2022 FiberglamOorrilposila Eride Ocal E , law vft or No Y_ No MIA 4 ell, Thermai Fiber,�Clresslo and Sirrooth-Star without Side"Itias, (I nahvini tal )0C - OM conturetrons) Nomini 0 6quat;Ntm�mpar;t%quot; Opel IM112022 Composts Edge FIberg al Single Door No yos No MIA 5 4 Thermal Fibler-CINisicarrismooffi-stair (Jnawr,WOutsI�dj:)� configuration) Nominal 7&t��g,,OAqti6t46�-IM�-6&&q,jc��toAque 1VWZ� Oomplaft Edge FibeIrglalss,Sinafe,Dcor with SidolitoW XO;oX or OX0 No Yes No N/A 6 t. Thermal Fiber-Casurk. and Smoom-flar OrervInglOurihoing; QcNiffigunixtoms) 1 Nominal M#ZS;O"Non-lffipact".Opaqu. 12m=22 Comlpoate;Fil�a Fiberglass Slngl&Dwr No Yea, No MIA 7 �. Tintrmal FiVer,C10sroamd,smiqlath-Star I 0rrNwns1Outswh,g;X confiquiRtion) Not�ihal'54#�O�d4u6�No,�-Iropmt&qQ�A� Corsi 12ii � I 11 Qompoisto it, 1. I I I I . , ON, Fborghisin.Single Door with .1 � No, Yea Ni MIA 8 h. Theminal Fibler-Clasi and Smooth -Stair Sdoffle(s) Ob�-,An,gio,utoM�o;.��,'6XolrbXo ronigurations) Nornirrial 80*0 &cluotNorf-I mpect9qui Opaque Iwi= Composille Edge FlinargirtarsD6ulcle Door Wth or No 'ies No MIA 9 1- Tfierma-Tru Fibser-Clalati and S.rhooth-,%rsr without sidalitext lIngwinglioubsi xxtr OXXO corliguratkol Normni 6&i�39,,�8�&qu,ot;kpn-imp�*pct',�GlazW 121,31=2 0cmpopite-84go Fl ,, I ,Singlil , r - No yes No, MIA, 10 J_ Tharma-Tru Abor-Classicand Smooth ,12l OrIvi ,I � , hfigunadti Nomhl ;V u Nor�lnl uc� Glazed IZ3112= Composti al less Single 'r*Ath No Yen, NO: MIA 11 , k Thafma-Tru Fiber-Cli and l8mootlq�Star adallitem,clinsw wing, XO, OX a OXO configurations) , NoNminal 68439;8"Non-1m uot; Glazed 12al=2 Compol Ed a, i r9assD_ulolIN rwith of NO Yea No NIA 12 1. Therma-Tru Fibear-Classioandshrool Will !$',&Pill � In rgro . ng-., or OX)(O gtrrafltra)� 7-b,Q.. -i - Vhal 7W9;O"Nor1ni , 01i 12131t2= Comports, Edge Friporgloon,,single Door No yot Mi MIA, is m. Thel Filmr-Clatil and Smooffil (Inswnwoul,Nwins; X configuration) Norrhal M413a;OZolueltNon-Impledficil Caused 12,3112M Cotnp-italEdge FiberglassSingle Do., *th N. Yes No NIA 14 M, Thenfral Fibor.Uassb blind SmovilhLBINle Sidelfte(s) onswinglouisveirl XO, Cl OXO Donl[quildons �dmhil�siol�;oaquptNoh-if�pod&quc�; Glazed 12AII2022 r6mincoll Edge rItpl�VosesHgi61OIw Mid Yes No MIA Iii o. Th."i Fiber-Classip and Smo.th-Sar OrNaMogfoptic'Wril X conflitural Norniew 8�md&tLaQtNcpLrmpNcMquc* Glazed 11213112022 ComposibsEdde FitalIass Single Door Will Sidelti(sl W Yes No NIA 15 p. Thermal Foer-cial and smoath-sur Onsolling/Oulliwirig: XO, OXwor OXO configurations) � Nominal1litil aqw-1 � C"rinpi �jmprfctsqul Gul 12,ZU21M to Edge Friolergess, 000NO Dal Wth or No Yea No MIA 17 q. ThbTrinal Filear-Clisssio and Smoo"INIT I without sidelilNes (I n5wingiloverwing; xkor,bx, KO oonfigur4prar) Nominal 00,0,115 &qwotNohlmpa,d,&quct Opaque 12i3l=22 composite r4gl�'FIbsNrgiasoSt6gT-_Owrwhh No Yea NO MIA Is r, Tlhemill Fibera3lassi snnoath�ftr Transom (InaMnslOulawng; OIXonnifiguration) Nominal 68#39j8 "Non-lmipacMquo� Opaque 12I392022 Composite Edge FIle.Mial Singli "Ah � , , No Yea No MIA 19 s� Thermal Fber-Clai&46 and Sirnooth-Star Side!ii.itil eirrel'Tral m (in -A. , wouiall O=� O/Ox,or, z4ofigutatlorl 11 � I Nominal 6UM,'0Aqtnt;Nom-n*acn8ql Opaque 120=2�, . � Composite " a Fiberg. I I Sin . , I ,with . , No Y*s W MIA 2b t ThermIN-TtIut Fiber-ONall and Smothi skw*4 llner. .WOutil XO, 4DX or OXQ , Continuous Headand 911 wiffigiurarbons) NImninal still 0 &qwt;Noh7Ihr*acKqUtt, Opaque ID31f2M . , miptndaEdge q "i Door With i � . No yes, No MIA 21 U, Thermal Fliner-Cli land,Srrrootr�Stor Siddil Onswri ; . Oxci nt�ou , gu, Hoad NIL 2 111,00inflarationi NomfinslUm's - I Non -I oactiliquat'Olazed 12800� mp 't di I rg al 9 E go is' gle Dol . NO Yes No MIA 22 v. Theim-al Fiberw0lasiscandSmadh-Star � Sell G) Oral 0 , ng;XD,OXwOXO ritinuous - Sill configurations) Nomirel &,qucit;'Non-irriparull Glazed 1 M112M Composite Edge Fiberg loss Sil Door with I Nal Yes No, MIA 23 w, TlhtrnziwTht rlber-Cls solo al smsoothi SIdelil 0nsw1ngtr3UdlwRp;:XO,� OX or. OXO qontlnubus'Head ani configurations) 1 Ilam1halleAo�lO�8,4u6t;Non-lhvefd&qu4� Opaque 12ii Composite E-idge Fiberglass Door Pawls w4h Vented No Yes No, MIA 24 X Thermal Filow-Classic.twSmooth-Sur Sidefil iffieWng/Odswil M XXX Qr XKKX corifigulabonO NominaJO&IM0 &q4o0dn-lhIoaor&qYot1 Opaque 4=1=22 Composite Edge Fiberglass Owr Panels with Vented No Yea No MIA 25 y, Thorml FloarZa"knardErweth-Star adelati OnsWrigtbutswini ?OOKwXW coi,figiu.tiom.) Nomlinal 6&A36;88qu0tNon.ln'joacKql Glazed IV3112= I � Compbarlel FlirarglonsaboorPalrelt Vft Vented No Yos No MIA, 26 z. Tbomns-:Tru Fiber-Classia and Scriooth-Star Sidelil ongoinglOurtswill )0-(-)= or)O=� conturabons) N-ordiml8&4M;C"Nein-lir0a,ctgquat Glazed 12131= . . Conilpipstes EcIlge Fiberglass Door Panels va Vented No yes NO MIA :27 I ze, Thernsti Filbar-0055k, and Smol I , ,1,iiNella(s) pawingloutiewini or X)l � , 0011TIgUf2ti0mill I Nominal 08sN8g�8,&qu.t;Nfm�Impact&,quot; Glazed 12M11=2 6ompache Edge Fiberglass single Door with Ul I 1 No Yea Nb MIA I 28 zp. Therni Fiber-.Uassio and smodul I Sol OriawringIOutswinl XD,IDX or OX0 ocerfiguraltono t4omfbaiB&-rm;s&qt4t4an�irroact&qmt Glazed 12nirim , , Composite Edge Fiberglass Double Door vl* SlasIles No Yea No MIA 2s zo; T hamns-TrIJ FiecIr-Clisal and Small r Z MWO �l nswretiOutsi OM oorl ration) i Nommrt[80P9;0 SqmckNion-linipact4quol Glazed 12M112022 Composite Edge Finaro Islas Sin gle i with UM 0 No Yes No MIA so zd. Thermul Finer-Clal and Smodiffi-Star sidelital (Inswing6ublawil XO, Ox or OX0 I =V=11141 �0,"Non1mpa;aquM,GWed 12131= Composite Sigs, Fiberglass Doull Door with No yea No MIA I I 31 ze, Thermal Mer-Closell"l smooth,81or amopsidallhas linswrialoutswing; 0)=, configuration), 1 NomIwJ 7,%#39,,O,&AootNon�ImPact",'.$hkkef 1�11W,2022 No yet NO MIA Florida Department of Business and Professional Regulation Building Codes. and Standards Product Approval Application Detail 3/15/2022 FIL0625i Code El PAIlk Data MR M Status _Nile Vetilon manufactur �j �nl Ehgineer & c' AUAWLAY Subini Perldin . 6,Rizrovedl Approved Revision 2020, POILYGLASS USA MituryAlpert.. Lician John W � P 101220020, FBQ 1211WO20 cartagoil Roofing 595423��l3�OSTnalpeft@pol�,gla*5.,�om Robert Nienninen � K�rrazovlch, PE , appmyAl gubCati PE-59-168 1 (954) 77�2-62N IIYO112020 Underraynnerrits Corripliance Method: Evaluation Rleportfrom a Florida Reg stered Architector 2 Licensed I � I Flonda Professional Engineer FL#6269-R31 Products 911dw-Affluma-92 6-pryodhorgart ApgW_yAij,fgrUl IMUl Dealers, 8_091A Produrethil Nurnbei arNam Product Q;esscriptilloili Cpirtract Evireirl Elate a in Hvi outwamm ReSiMant lairaingLivis I Rbi Roof Underfawnel Rell uriderlaymel M1=22 No yes NIA 4Nl 1 Pal Roof Underialyments (HVRZ)l Pollyll roof unoeriarymarift for use it) Pal 21231i yes No MIA N/A HVHZ'IurlsdUcm. 2 Polyglal Roof uncerlayments (n orl a nderl,Wments,foruselint 1212aW23 Pol " re No Yos NIA -MIM-Q=Z I I I , I-Orrin-1-1121001dons I ftyglass RodfUndedayments (14VH2) Polyalass roof undenal ants for use in FEr, 1 212.312= Yes No NA MIA KVHZ)ur1sdjofionNl 2 Polyglass Roof Undorlayfroults (non-Hwiz) PfiNjygass MW undeial ants, for use in IMX2023 No yps NIA -NIAP622-0 PRO nrml jurisdictions. I Potiirolalwgoof Underlsyments (HVHZ) P*vlass roof underlaym pits for usi, in FBl 212=023 Yes No NIA WA Hvi-iZjuriscotiom. � 2 Polyllil Roof Underl"ents (tiorl Pplyglass rod undellaymepts,-lorgirl 12r2mim No No S NIA 4NJAl FK�h9�110iZjiunsdours� I I Polyglass Roof Undartayment- Mi Polyglass; roof uncieflayments for use in FBOi v2k= Yes No N/A NIA mitliunisdichorl , 2 Polygli Roof.Underlsyments; (non-HVHZ) Polyglass roof underiaymenits, for use In IX23= No Yes NIA -WAI-622 6 FffC,,mor�HVKZjursdicticsw, Florda Depatimi of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail Page i .f7 lonli 11101iiin 1 I I ONIIIINEMI,!:''Illl,�lli I l� , I I ''�'11,MRAMMMMWMUWAMI�illi 11111,111 I I EBEANWA�i C-6 I Mi A" 211121 Delte, Remema Date mm VerI Marrufarturror Contend, ImAnOM&Lk- validated 0, validated suiernflit'd MA-dri Agurno,cl all RWIlill 2020 mrr,* ine. Erin Waldron PQ Evaluation airl LLC ICC Evaluation Saffiqc, 08A IrA21 08,11orA21 OEM212021 Approl Lateral structural Calp.-d'it� 4952)OW-86 ILLC� ,r I 'SWbCNscfNiY:'TrWuNj Plees , � orwriltiononsolcc. 'apAl=�irol Crenrillendis flierhod; Enjuat[66 Report from 6 ProdunitpolushipmEntity _ �E, ,,�� .�,,_ r,,��1'1 ,, _g_,:,4 ... ... L .,�U,'�, , - : . 1_�._ �� 4044mmgw-���*-"�,�,.-�'��,xmn�:-g�MR��14!��ZM'- I �gq- ����, _ �,;. _;��, _ " ,. _ _, _�'_��*:� �� _ , - ", N���, 1. -���q� OurbAst"Ift A099yed for Use � Aleoroved for Ua impact oo$kr $00 * Product Model Number or game Prindi DONCHDo contrad Emperor, Date . In HWZ Outside I itlilhil Email 1 M16AI48 in go hishtinerrotht'UsA-m-espans ItWI,2102Z Yea . 'fait MIA IMA 2 Ilill 1'� . ga. super high stril h, trust tormettor plate i2ipj'(41�ll '46 Yes N�A MIA I mh 16 16 ga, trust connector plal 1261,2621 yes �4, 91A MIA A M718HS 1 8 life. Won sissal fruNs connector &is 12MCt022 Yet Yea K/A NUA 5 MT201-18, 20 ge. high stiferoth n.s colil pi.b i213=22 Yea Yea N?A WA 8 TLI81 MT-118 18 g., twasochal.derparras 12131=22 Yea Yet NIA WA 7 TL20. tAT20 209a.truescoffnectorplates I W31 aQ22 ,Yes Yea N/A WA Fl I orda, Departirriend of Business & Professional Regulation Fell ol Bulldlnb Godsce,043tandl I � r%iai Product Approval Application Dal . - cask - 1 1 1 �wl M� ��ii�ll�!�� I Ad" �!; 1 1 1, am Dal Qjl Pirdima NINNIMM NONE= oat. mmi y"on nrnhurrclo�i cIathe Lilmiletr a Wearers I vertma.gall, Vallichilied submated flied'ApliLMI Appra lam Aff,hration ZP20 InCTIndidstras jahs R-vw IA_I-D.deSCCo-,CER mi-mli-Nd'Scoo-VAL i-lso=zo 11195,7020 lviltpzo ApPirkidd categiond wndl I (94I)OMIM, (74031liQl5H , . , KuNbCdll Birds Hung rrosoorsklapgrit"ti Crenrejarcalsedill Contrail RUN or Lial = �, - - , �__ , j "_ '_ - � __ , � - " � , � " - - � - , ,�,,, - - - , � e .... .. _-,, _ ,� __"' , �_��', 4 " Zi,,,�` - --,-, " ' �, �, ,�, ,ti�,`---,,,� '.-' ,", � �, �: - ,-. ., - , - , , , 11 " " � I " " -, - -Av, '� ,� . �, :� il, � �, �� - - "" -L- " :� .�, " , - g, - I , - , ", " . ,� ,,�_,_ , 4", ��, ��-`,,,,�'L',`,�,,,-i�,,, _�111,-� , " , , "", A, � ____ I - ,-, " �, t% ____"�1 __ -, "I - - � -F -,-' --- i ... - � �'� � �",�,�"'_' �, ,� ' : J ; 6p , �� �,11_., Rr"� . , �M ,a?�t��',,.�,,_ �,,,_,,,, -, � 11 11 - � �,f'�_,__ I I 14 , _, �-, ", 1� _ ,� ,� ", - , " �, , ,_, , � I �r-',4-,,- _�2A _, , :� 1 � I � -, , - �,-,.-����--�,�-,,,�,,-���l�,,'��",; ��,L, - � �, "' �� �� � I � - , _", ,�' _-r'-" ,,,��:, � 11, "14 -N- �", 1� 11, , , " , 1�', 'I', 4 .QUA]t' ok'gW'M' Aw=uja hoor-Niargrus, �' _,�,,i,�,,_, � 'T ill" _�, "", , Deal- 41.0 A "rod"', Number or Name, Product Des.ronon CorhaVEntrallortVary Cul HVH Resistant kessuro MI 2 .... mralk.1hi I Vdyl6lVaW.mgWN1�, , 110=51 'fv, Yes' Y. WA Florida Department of Busne8s & Professionsi Regulation Building Codes and Standards Product Approval Application DeUil Peal I of I 160?1 Florida Depa rtmoll 0 Business &Pr9fmFomNl Regulation auilding,codil and 61Andards Product'Approilial Application Detail � sal J)U2112i 11,11illil 1111 l��llilll�Ill !;'!"!!III ill! ill lifill 1 i 1 1 !ililll;iiilill,l,i;� 1 ;ill i ! ! :,III I code LIM" or M Date mt Roil :1 AQ 4 n ,or 0 1 1 IN60 y8i Manufacturer C.l Enalrese-& License velidel ar, Validated subaltill LW,hm&a1 Aporti ELVA Mill Verl Warnrantureir Correct a validated EV validated Ruterniftled leCApproval Aror,vild stelf'"; ReI �92P MI YflddOel Doom eremaurnger Arrishicanilvd4ectural Stetren M. Ud;h. PE lomenoorl ity,3907010 iwlis=20 APINal R6,A%Idh 2020 m1windkesslild,I)i gram stlinger AM6deer, Art".-tieral st ". Later, RE , 11,21i;020 1 ip�,2120 IU2812020 Appl I I casoory. Window. tTI17)3ff54Wo marufsrtjnara��ccnaucxr (�17)',11?-844 Cal. win4o"', i7i7i3ad-130 Marulannuirars, Assokial �(m)31?-844 "Culegi Hatalon(SlIdor baftfing.,@.*d_dNm piuboat.gi Fixed bsillirip.highrihiled-rin . Compiled" Method: c4rimenotinn vark a Lating I � " :4""",�,-,�-,;��--�-��-�,--,,,-, �i I I : , 1, I - I I � I � , �_ . . � , . , - , ,� - , I � - I I , �� - ,� �', � Complain- Mail Cadif.d- Wirk el� LlIf.g - , - - - �, . :�,��_ , - I , - - " :'. 4i�il _�_ - , , '�_, ,: � I - � - I - - , I , , - �, � , _-, - I ��, -1-11 ` - I 1: ", I �__"_____1 'I-,' � � ; - -, _�:�� -1 -, , -, - - - - - I I � - I . '7 -1 -_ ----,�,-5.,'--,--��",rr ' � "; �___,�_� - __ '� " '', - I - � - - ,�,,� , ',, L , o7, "',", �, 1� I 'l 1 � � **�� VMW , , , 11 �11 �, , " ,,,,,--,,,-�,��,',,--',,.'�,�.�,,���-� � ,v � � ;�, � �""",--,�,,,,,,,,���.k""-,-,,�,",--"-', - I '1� � �Ilc ,,, , � " I - ,� � �:, L: �",� � : ,,ZW- 1, � Z�r - . I �, I I � �. 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Submitted FOCAtNom, Parini A" _Tltm V. mannufacturair Q201i End"" A UlearnO Validated 1W vsketod Submitted FSoAlenroyal Aperay, slatter Athanxi 2D,20 PGTlr&�,tfiea, 1 4pha R,xieseekl MINimll WC0,CER Milarni,trso. RCCo:vAL 'I Ijo�aox 1 Ill IIIIv420 Appr"d RIN�ialod 2020 91 Wrd.l and Ill aranisiffner WN R Lomas Pt staiiie. q unw PO 1"Miu,7020 IOX60020 iplfKoz i2m=20 Apor'l C*1.0-,Y�,Y"cra-,% 041*1�610 ,(,?sP3Il;72590 , , 1 cat.96,�Iwrl �7`17)3135-2300 Pl (7111,317,04!iit : SuMilloomr. Fhrad I � I jrossrs, kiationdushiel sil , C , .t.gor.,murch , bbitirdlifillimKivd.00,11 Complivintimall Carlifliceten Wril cr Ul . om calm , pill Will Evaluation Reportfrol - , I , �: - , e , - �- ,: �� , , � , ; - - VQ_ , __ - IN , _� I ; . . 440*11iti � � ;-_ I - , I I - -1 - - �- - - - - "I `�L �� - ' � ' " : 'I 1 29&� �_. I - , , - �- - �F , . : _5 - -- _111 ��`_` - � ,; � I , - - _ � - -, - 1, � ; .- - .1. -L - I I - _��_'� ,�I:rf : I : , __ _ �_' ____` -1 -, �, - ._ -- - _� �� _' , , _i - I L ' __ . 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Androv, Too (909) 5454369 PIEM862 chtnixiefroll.&Ninneehord a - prol 6escylipul iber-comart lep sking ilt-cament ap all vandal W Yli- Isub-.1i John sskulhard,P,�. 01100= '1294q0l) DIAlivi I I I , p52) M?-=s � I2Gin02$, Yea Yes =V2023, Yes yas parl Flordet Department of Business 6 Professional Regulation Paps 2 a2 i=l Building Codes and Standards Iorl 1 Product Approval Appilotion Deta,il Jell code --!iili- mommumm - ____ ---------- Cri W aml- Dal Pendlpg 2ft Anent, 211111 �= version, l"mulaidurair cartel esiffirtear-&LIesingst W,Ildl lix voldell Submitted FBICAnsenaregil ApormaNd Bill ,oli F00Appn Firelfie0d 2620 Aisles Mink Thompson Lyndonf.Seh.ki RY0,1 K111% P.S. 10ZIw2ri2i QV15MV 02=2t)21 VVQ/2021 Applol C.1006ty: Nftal Wei 03OI922.23119 P&43408 tMj 767-13558 subcategerl ,thompN.r@i",d,.*c. campellades, Method! 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I 1 S& 20, ol Pending I I I ;ESSEN= ma, mm ytallim fthormutner comect Enalrenil uagoss Validated 1`11CArsuroval Arfroom, a" MUM jinjau Manurial I Coastal roorral ucarl vell Ill Vandal sul-ftlad FilICAlarl All,brmil - owa Re,�Aslan Wza TAMKO, BuReirig, products LLC Kom Q011 Retterillneminten W, Maza,fich. FE jol 091291l IcA=o2o I2d&2o2q Approved ReM.1m ?rl L.V. Thonrip"Jim..ditaThompson Architectural TorryChditrinp 2adhaN R. Prim Steven NIL LIAO. FIE 091IM2020 0511WD20 Car=q2t) 12fla=20 April Caramel Roofers, ,John 1417) , 624,19844 PE -PISS LsA ?72-024 metals companyVrAml 4913) 248-3456 PF-74021 (7,17) 317-8454 1 SUbC�.*.rr_ Und.daynni Kiern-adesela-ink.-cm caregor. Roll I.MO5,.el.1,005�g.� Comnliefloaningrod: i2villUationA,eparr I,,xn, % "Osit"OW.�Rbol4g,A�Qoesodesth$�t areas I Fjad�a Registered Architect or a Ueersad Florce, . Integral Part Urnhe Rol ", tam Cominflarl Matholt 8valuartlen Repo"orri a P,of.aail Entliss. F1.4dwRegletemad Ardoll or. Licari Rol I . ! , � � I , *04iiii A09R� :,:', ����,� � . ' � - �� ��_ -11 � I ". - - - �Z��,, I 1, I , "' ., - " '_ ' * ' t 1- ' -1 I ��, , - � -_ ' ' . - - _����,��', ,�,-,----,,,-- :,r � � -� � - :I �_, ___ 11 4 ,�,_',"�.-�`Z-54- ,�,_,-��- " I ,.- _�,--_-;------,'4* 1_� A9W ., - �. ,- - 5 _�' �, 11 I., , - , __ , __ , �,�� �_', , � - I ,,� - � - - -, , � ;�,_ _', , �', - Profasakforl Engineer I - , , . "; I � � , s"',�-� al Assudit Aleon-d1far .4. , A= I 114029 mom , :, - : 11 - - - - 1. 1, � � I 'L 11 , , I � - ��L � � :", " ., - �-_ �,�� -*--, , - , - - - -"� - ,- �-, -- - - : , --_-L , ,:�� I ,� - ----- � , , , - , 0 - - � '� , ,-': , _.- , � , - - i 2 , - -, ��R ,�, -, , , 'q � �� , � , � , �,, L, � , , ; ': 1� , , ,,,, - NN � ,,q� I , , 1,1 r , ", `,��-f , � - ,�,�,",,',-v,L* �_ � �, I - " � �� - � , I - ;. �1, L �� ," I - �:L'� - � �_ "Ill"', .,.-, I I . 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Yea MIA WA 4 TAMCO Round Top Offl Vent Yft eaftf,or Tic 26 oa: state roofvVillat.rielt1i baffle 0610112026 Yea Yes MIA WA I 1`10da Department of Busip" & Professional Regulation P.g�I.fl � � Building Codes. arid Standards '162021 Product Approval Applicatiolh Dail LM varnsion firanalhigo.mor CQ= � I � � I validated 1%, wild.taw subminted FBCAMb,6�.1 Apendt Mal ReNision " Lemet,ec Kati .1.1" J- L Buckner, PE, , stil M Oda, Fer ilWP20211 IIAMM0 III2912B20 &no FBC Apil catagear Sol (50i),90-6163 PE-31242 (7171, 317-84�4 1 � I &LbG�t"Mr� Reelfing AceseNleress HIM an WINII.Ylitlionnarn-comi 1 1 integral Part ofthe Rol 9 Sy4i Compli'm Mal evalaot Ion Rel tom I Florida RegetarecILArchriplet of a Licensed Florida Preflensond Engineer - - , , - ,� , � - , 7 , - � � r - - - - I � __ __ - - , , - � � _ - , � . -, , �_ , - _ " '' � � - � , , -, , '' - v � - I - - - - "" � " - � 11� __ I � - � , , , , -, 7 I--, � , , , _,� -, I ` _� ,�� _ .... �: Ir ,,_ � , � -1 , � - � , -, -,,� ", , ,� I ��,,`,', , - - , , - � - � - �_,�� � - - __ - - L � - - , ,� " I � ___ lil, I , ,- 1 - - - - �- - , , - I 11 I '. - i_��, �', I -, - _� , - % - ,,, � � "I I i,�`,� �- ,,`1`1�11R'1__� co '�,� � � , �� i �, - I, 71 _ ,� � e � - I -,I �1� 11 " I I I - , _�r�,_--,-_ ,, , W -;� 4_ I - , ,� - - __ 11 __ I Approved lor Use ADDro"d,for Use Irnmact osson It � Bill � FnaudarodaLwanbarnrNams renoductoescriono In HUN Oul H ilrosslent pro - I Deck-Arl- Mill or TRI-B.irt 10,ckwA, DA-4 L- Prefiler, P.Wropylel Real Recl 12flCI2025 No ,Ya. No nr�w-0.5 Wohnihol Attached to PWwd be*; I Florida Department of Business & Professional Regulation Page I of I Building Codes, and, Standards 1*�Zn Product Approval App! lication Deltall agoomwAmmilill,;!i! !all! ; I ligill, ; 1 i � 111111111111111miggooli'm BEEN 226 ;ill! ill � ! I l liiiiiiiiiiiiiiiiiiiiillillilillillk= i 1 � I i 1: I liiiiiiiiiiiiiiiiiiiiillillifillim I Entity Date Date P02 proadib gea Type ygk� Maloufacguine Conte Efighmser&I-eans V411dall Validated Submi FBC Abonoval Ill status Rwlsi� 20fl All Annerican Shutters and Glass mll gabled Frank L. Bermardi RE Troy Sishol P.E. IMM020 IQl 11105020 W5=20 Apptwed Callegill _%utul (561) 112-M82 PE43046549 (954� 947-0880 sulicatell Storm Parlel mikeboal latimarkanshutte Compliance Method: Evalusti-Roportfroma ra.0011" Roll Registered Archlbectora Licensed Florida Quality Asourvirrill Attorroyawforuse, A=fbrU- Impact ��Jigl S-0 ProductModel,Number"Nams Product DanscrIptiorl . 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Leirrilinal ftorld Lumber P�131,2023, NO Yes N�A � MIA 4 Tj rurn 6blirre, StUtUrful 0 tumber of Orleptoq8traral L 03mv�tizti r1w ,�.p MIA MA board Mm,=Ite, I 5 ViNay.h.suall Ecend oral strand Board Firm Board 03131=3, No Yet NrA MIA Florida Department of Business A Professional Regulation � Bui ldi IV Codes and Standards Product Approval Application Detall pi al 1 I'm= Code Efidne, 6 ol -IN 06 Plirdlin, 2" I= V.Nllon slamalUtUr, - I Ewl"M & Ucl I ,�Wtdsisd 4,11turnt,d M Annul Approved 1 a" Rel 2020 a6ml R.di Anderson Rl LAPRIC Uniform 9%rall X' .Wy W. Walker I IMM20 il WJ2020 ll/W,2020 Api CobspW_ Real (8913W_6091 SerAcas LLC. (205)854-016,1 1 . guixteNtaq.T. 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'k�vw for use .Approval for Use MM Demon � a" I har or N.- Pooduct birscrotion Contract Elimination Data In HVHZ oull Hy Reashent Pr-,, to Ell - sheles. ental ccurn set., Goal Old 2vl.b � Fiat Pral - Oarw_20 1=11202a No Yes M fA l Th,stch sell Imped 17 , Sill 8,00 -$We; 0i ikurnp,. Soll ShAke Fiat Proffle -81.l CA 12131I2021) NO Yes, NIA N/A Saxerw 00 - Slels, Shishis Aninp; spill She&. Fiat Pirelli. - Risk.. CA +2131,2020 14. Yet MIA NIA i6 9 �Sonxy 100 -Shill SleaAarnx Sidit shake, Flat Proffla-Atecklo,, CA InV2020 No Yea MIA NIA 20 a;; coo- sholni"Stale 4-frip: spin Iall FiNtProllill CA I-Z31=20 No Yea NtA WA 2T T p9T p. . tathelen. 14WIn Fral - K.kj�TX IW31QO20 No YON MIA NJA 29 mile L- Profile - Katy TX 1MIr2021) No Yet N,A N/A Florida Department of Business & Professlonal Reputation , . Pan. I �` I BuildirigCodes and Standards i�12021 Product Approval Application Detail lillillimi;�iiii� ill � '11;1111111 - smonlymonlimmmm = III a gs� a a g liffill I l WMEMN ,I lil , i P* DAIN RNMENERNMEM Oats lipendl pligi Iflis I Majilagure gol = i�top- Vilrdisil ViNfidstild StIbroald FQC AlleritbVill Ancro"d, Ewa Revision 2M Airline Stuart L-da ICC E,.I..V- S.M.. LLr Vinlism-li Renal PS iwiI200 I D122)2020 I 145i IfiU6&2D Approved Cidell shurl C-ponarts (3211710-3377 (4071681-1917 Sultiost,gury: Troas Mal 'a"I.Q.1plihaft..- Compliance lifellil E4.61lon Raped inern a Prosuct Evelevil jindly OU91119 Alial OZOjiled W the Appeal fair Us. ii bel $03 # , Produ id mod.]. murneIrr or Rim-, Product DINW0110 I I � In HAI outal ROslittrint pressure I ITW 6CGffiJpjfnl,-HIgh. Sinnsth lH Uni WWI Connector Mi. I 1 v3l)-202� Y_ Y. NA NIA 2 ITW 13CO/AlpffirsAinge Plate metalconneratorplius, iWV21024 Y" Yes NIA MIA 3 ITY180GIAlignsTrulm metal connector plate iV3112024 Yes Yes NIA NIA 4 JTW 3CG/A1l*Ro W.v. Wialc.rd.dormta 121;iII2024 YON; Yea NA MIA Florida Department of Busk,tess, & Professional Regulal FeWl d2 , Building Codes and Standards 9128i Product Approval Applical Wall i a ; W Mal I I Ili i IM N - - --- - I Mason= 1,11 ills, ,,lill l 1,1i,11llll i illll,! !I Crods . 2n*-- Ill 04" Date" Parentsm 2U 7v- V_ak, Man -C..W filoolin-&U-N, V.11dat'd al validet,el submitted F= A.,9 A,src-d Awl Affirmation 2�02o Alone Aurni li mt all" LU19 R. Lornsts StIlhein M. UNsK PE ivikwo twil I I't2w2no APpreN,Nd Category: 1pents[ ��Ila t407� 509,2008 PU-62514 crltiai:f�flw I I subi - IlPhea.milmunflin.ii ""ry.= c compliance � d: Evolustlon riep.Klrom a 4orn Planes RagatersdArchital Ucansed T-loride, Professional Engineer �,,: �'Z,;j�mti�-,:*',-�,� ,, "', .,�-.,��, , - � , ' , - , � � - ,,, , ','� .. - ""-:. ,_,, ,� ��_ 1� -- -�,�� �,i , � �"`, � � I ", ,� - - - " - - -- -, .,� - - - _,--,,,� ,:, `�-�'! -, r,�,�:- - , - , , , � l,'� � ----- ���� � ��___,�Xw_�_�_` 7 � �$M�. _����,,"�� X_ � I I I I - _ 11--_ -. - �-i_,L_,_,--., - 11 - --- - 1, _ , I 12rualityAstruraircr- AINDIMM4100jilit Apprel forl)" I Goal P" Product Modal Number ar. Ili= Ila in Hi Gursid. Nostril Fressura I All Alurintrearn $0 %Larl Vantoc[Alumnlimsel A Yea 1 lt�Mla Aluminum *old &ell VarradAhtminum QN=025 No No N/A I � . al &4m1W6.di , v cmu asi Wcon, I Florida Department of Busineso,& Professional R9941stion I BONding Codes and Standa rds Product Approval Application DeW � 'Pici .(2 III= ! i N Code ,;: �llljrr i l,illilivil���illi�ill�l�'lililll!!IliI , I , , till i i I 1111111111111 rai i:i I I i :,i �i I I is :, I awl or BEEN= L11111 2" iiiiiiiii,illl ,!I'll � vat, pand- I sommalmommomsm 20 1VI)e version Manurfulurer *on aural 6 Uteri Validated 1W vandal suanIfte, F5C Ap6lavial Approved sta- Renfalon 2029 r�AF Michael Man R.Ited,4emi John W�Knaeamdl FIE )"Izqx 0021020 Iop2qop 12(160= Approfad Caseacryl Acell (PD)70-3411 F-9-wifllii (KI 4) 77,�-4�4 , SubCatagory-Aspi Ehhindei metiolvaill � CtIlarsea WN1.1irtnt- Evaluation Report from a Fb4da Rehistinsd-Mchheot or a Unloosed Florida Professional Erigunser �*�� � _1� �� "_,",-�5 - , , ,; " , � -�-,-,,. -k,i �, � , � - , , � ,_ " - � � , - - , ,% - _,� , �:, �, � �; , - , � ., I I -, '.' � I � I i � ", - - � � , " , - - , ,�,�,�� I - _,__ , '_' : �, , �- : ��'�,,,�� ,�,,"�_,.F"", � , - , "i", , , , -, : �, � ,,,,�', K, �, � - , " , �j � � , ��, �,A'_, �:� � T",-L'_1111 - ,�� I 11 I'll �� " - _1 - �- . ,�, X"', ,_,", � I � � - 1, _�x_� , I , ,� I I 111---1--�_ '� 11 - 11-1 I �� 11 ��,ie�� ��,li��,E � 1 , """I - . 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Clark Jones James L. Suarri P.Ea ,a ", M. Urich. RE 062712020 OW512020 10104?2020 IMP/2020 ApprOlAad o"i Roping (904) 783-44an C13UCK Engineering il`17�317-8454 aut,Caterplrj; Rec,fing A.eve,oral thsilas an al2r)(Ciflemax.a0m Pr.31242 . I imligi Flart.ftl rr�hqs�ralsm CompflNn.M.1hpe�E,QiJ0l Repel Flodda Registered Architect w a Lld Florida P'.f.storel Ensin- , I- I , , - " - 1 � � "I � - - lfw�kli � � -, I � _'�, - __ - - ` �� z � , , _' _-, �_� L � � , ___'� �� - � 'L - - - .",_-, - ��, 7 ", - : ,',V,�, , _� I _� - 11 - -1 � , , , � -,� , . � ,� , I I I I I'll. 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Jolin W-Knezil PE 09/Qa=0 09i IWOM2020: I 12115M20 Approved catial shutters (954) i PE-44167 1(054) T72-6M4 SubGategofy: Stal Pal Irm,noblinscmCgippentoom Compliance Method: Evaluation Report from a, Florida, Ra�iatored'Arqhjlwt orlo Llconpool�Florida Pirofassional t�hqinrsl , , � O,L :�- --' - � � : ��', � , � ,�, 1�. �gjlilllg��:�, � - , , � � , , � � �',_� , , � _ _ _ ; � , �, _, �, � _' - . , , "- ` ` �, , , " . - � , , 1. �� � , �_ . .. .. .. � , �, � : ", �,,� , - �� � : , _` _` " --, 11 �, - " 'r I � , - "" _� � � ,�, .1 , � , 6-0�, , � , __ , :?� �," I I I I I � 1 7 , , , -- �, �, - �`,, " , ; � , � " _AN - � � - � , ,� -- ", `-, -� �- , " �: � :� ,,� ,,'-__- , I I , " � ,_, �, � i , , I 1, - , - , " �, � � � �_, �'_;', .,�, � � - , , -- " _ , '---', - � ` - , -, _ � , -', �, �11111 , ,,,,,,,�, ��`_�, ,,� I ',,",'�" ,"', _,"."', -, �� �,,�_,,_-`_,� -, r", ,",,,'�' �� . � � ,__. - , , �,'�" , - - , �, - : , ,�, �_ �, I -- - . 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Prodltcui Introdl at a Reauft of Nae, Te.hrel t0frPlIar"M411i IM041,0001 Report froll Fjords Registered Arerl Licensed Florida Prefeell Erninal I Florida Department, oF Business & Professional Regulation Fall orl Bvi di ng Codes and Standards imZ2i Product Approval Applicatiort Detail � � ganik V*Jiddod By Report Gills Sainstel A. Qroqbcrq John Hoy f6l �Mt,5707 Pl 1 05Z 508-5311 pNl9Ndcr@Y.h 9-9 Product Modal Nurfibeir, Nam Plhtduot Dinseription I Qually Precast er Commercial Concrete Products Precast and Proldressed,Comrsto Untl 2" Dal 4 validated SWrinittlad 1 12jTs#Zo 1zhWon IZ29)202D NO yes 20 Avion-red - cing Mi U= o-ken Rrm-listal pressure 141A NIA May 27, 2022 -1i Q) (3) = U) 0 - CU > (3.) C "' 0 _0 (D L_ 0- = 0 0 . 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FB.0 Approved Products Pordireol Iffttd S8rTApproyW61#edbeIoV, CLICK HER Upo*tdd !WG/2Q20 191"IMM Simpson Strong -Tie 2020 FBLC Approved Products Em"M For dre�tlnks t6. all ErSTapinov0slistedbelow, C41CK HERE Updated 12M/2020 0 Olredt I . For beovo, CLICK = All . . . . . . . = cu for additional informstl on regarding Florldst, ate fewide Frodkict A pproval,45ystem, and Mlsrrir�Dade County NoOD6 of Acreptarope (NO.A), For addtionial Information LIlAroft FlorldWs �Strdowlde FrodudlApprovs] 6 ystem and Misrol4D9 o County cap CUCK HER Natipe of An tan" tw'a'). Fo' r Ad Maml,43ode County clition@1 InIormallon regaiolng FlordWs IE"Ide Produot Approval System and Notice or AncaptaaaO (11,10A). tional Information regarding Fluddas Statewide Produ I For add ot Approval 45Wtern and MWTJ4)&de County NOW6L of Acceptance (NOA), CUCK HERE. (3) FL#2355-R7 FL*11[0446�RS FL#40456- I I HU$, HUSC series hangers Face-mquirt hangars Available In widths ranging from 1-5VIr, 3� L C: C/) 411 6� and heights ranging from 4,6116" to I 1'.;d6ricealed flange (D 1W Product Mode Num , bar or Nam Product Description 12Lff Product Model, Num ber or Name on t1a Product Model. Numberror Name Product Dosc�� vorisidn (H U$C),'available for models having width equalto or 0 1 Titan Stainless $11terelConcretia8i Masonry Screw (fTN-SS) 114" diameter Tpon Stainless, Steel masonry screw I A21. A2�, A33, A$4, A38, A44 Arg" 1 BT, BTB, SfH Brick Ties greaterthon 3-9,`16". Ill 0 0 2 APA21, ARA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12; CMST14, CMSTCIO Coiled Straps 12 IUS series hangers Face -mount hangers availablein wiclihis, ranging from 1-7/87 to 3- 0- 3 API344, APB44R, APVBOS, APBSSR, APBUI. APB68R, APE31 010, Apel 01 OR, APVBM, outdoor AooerrtSLPoSt8aSSS 3- CS1 4, CS1 6, CSI 8, CS20., C522 Coiled Strape 518" and heights ranging fronrl to 16'. 0 H FL#SM- APVB44R, APV368, APVBOOR. APV888. APV888R, APVB1DIQ,,APVBIOTOR 4 CSH Pi 6, CSHP�6 Coiled Straps 13 LGUS.25-SI)S. LOU3.88,SMi LaU5,n-Sb8 Face -mount hangers CIO o - %+- 4 APDJTZ4j APDJT2R-4; APDJT2�6, APDiT2R-,6, ApvDjT2-4, APVDJT2p4, APVDJT2-6, Outdoor Accents Deck JohsfTles 5 CT82IS CompressiorUTonslor Strap 14 L024, LU26, LU28, LU2iO I'soe-mount hangers CU 0 CD > §.qLl PnodflCtLWdal. Num bar or Name koduct Q"cd2L1qa APVDJT2FZ�6` 6 DSP, SSP`.,' TSP Stud to Plate fie, Is LUC26Z LUC21-0Z Face -mount hangars -10 E 0 1 SDI 01 12DBB outdoor Accents connector.screw 5 APHH46, APHH46R, APHI-1610, APHHOIOR Outdoor Accents Heavy Hangar 7 111� HIM, H2.6A, 43i HO, H7Z, HIS, Hi6S, 1-116-2, HIS-25 HufricareTles 10 LUS Series hangers Face -mount hangers available in widths ranging fromi 1-9116" to,1-- L_ (D CL 2 SD9112. 8139212, SDIOIIZ SWO212 Strong -Drive, SD Connector Screw 6 APL4. APL6, APT4, APTS, APVL4, APVLS, APVT4,, APVTS Outdoor Accents L arid T Bearmi-to-Coturrin Ties HGT-2, HGT-Z, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-1 5il 6", 11102 CU Z $DOI 1288� SD92I_2S8 SironQ-Dflv6 SO Conn actor SS $crew 7 APLH24, APLH24R; APLH26, APLI-12811, APLH210j APLH21 OR OutdoorAccients Light Hangers HS24, Hurricane Tier 17 MQ.U3;e3mSDS, MGV5,215�$Q$i MQU6.50-613S, MGU5.62-5Q$, MGU7.Q0-SD$ Foce-mount hanqtr�ra co 4, SDCF22434j SEICF241,2, SQCF`2261 4,'SDCF22TOQ SDQ, F,22858i SDGF221014, siriong-Dover SDQP Tprnber-CF Screw 4 BVLZ Bfiok Veneer Ledger. Connector 10 HSS2 2 HSS2 vH8S4 -SDSI;5;� HSS2-' -80S3 -,368DS1 -SOS3 Heavy Stud Shoe IS MIU Series bart&rs Face -mount hangers; available in% Wdth$L ran g ing from 1-9116" to 5- U) SDCF221134. SDCF221334� SDCF271958, SMF2723PL8 9 CBT2Z,LCBT4Z Concealed Beam Ties 11 HST2, HST3, HST6. HSTO 'Straight Straps 1/8" and heights ranging from to 191/2'. 5 SDGP224�4, SDCF!22512, SDGP22614, $DGP227DO, $DCP22858, SDCP2291Z Strong-DriveSDCP Thbar-CP Screw 10 CJTSZ.,CJT4Z, CJr5Z. CJTQZ CoftealleclJoist Ties I� HTS16� 44T$20,, HTS24, HTS28,, HTS30, HTS30C Hsavy Twist Strap 19 MUS213, MUS28 Face -mount hangers SDCP221 IOU, SDCP221 I S4, SDCP271400 11 DJT14 Deck �oist Tie 13 HTS01 WTZ� HTSQ20KTZ HeavyTwist Strap 2D SUR, SUL: SURC, SULOseries hangers Skewed face-mourithangers, available in widths ranging from 1 - 10 SDHR274PQ, SDHR27614, SORR31400. 6,01R�IA14 $trong-Dovar SDHR Combo -Head Screw 12 Q8 Dry Wall stop 14 LFTA Light Floor Tie Anchor 9116" to 341 warid heights ranging from 3-111 erto 15-14', 7 SOS25112. S08251$4, 6 SDS25212; SDS25300, SDS25M SD62541'2. QS252001 Strolig-Drivq SDS Reavy-Duty Connector Screw I$ PC4: FC6 FromingClips 15 LSTA9. _OTA12: I-STAIS, LSTA18, LSTA21, LSTA24, LSTA3Q, LSTA36 Straight Straps Concealed flangaversion (8URC. SULG)' sy aflable for All double 26 , SDS25SOD,8DS25O()O SbS 500 14 PWANIZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2Xand 4X modqK* only acute tango Is concealed. a SDS25112SS� SDS2520OSS � $DS25212SSL SDS 2530OSS, SDS2.5S-1256 Storg-Drive SIDS Reavy-DUtYLConnector SS Screw 15 GAI. GA2 GU sset Angles 17 LTB20, LTM Bridging 21 U series�hsngers Face -mount hangers available in widths Fangingfrom 1-9116"to 9 SDAF271 6, SIDWIF274, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Roor-to-Floor5orew IS H2A, H2_6T, R8. HI OA-2, HI OS, HI 4, HGAI 0 Hurricane ties IS LTS12, LTS16, LTS18, LTS20 Light Tvvist Strap 6'and heights ranging from 2-5ff'lo 11-114". 17 16 HCJTZ HH4, HHO Howy Concealed Joist Tie Header Hangers 19 20 li m8T�7. m8T37, Mv4e. msTM MST72 Medium GirderTledown -Sltnalght Strap% FL#10007- 1§ kb81'z Knee -Brace 8tabilizer 21 us-i-Ag, MSTA12, M8TAI'5, MSTAI 8, M8TA21, USTA14, MSTA30, MStA38, MSTA49 Straight Straps FLVI 0667-R6 20 LSO,L5Q,L7OL9O -Angles 22 MSTO25,MSTC40, MST06Z MSTC66, MSTC78 Straight amps Ag" Product Model. Number or Nothe Product DescddLqa 21 LCe4 Post Cap 2:� MSTC48133, MSTC68133 Pre -Bent Straps Sed N Product Model. Number or Name Product Description I ATR318, ATRI1Z ATRE/8, ATRt14 Threaded Rods 22 LS3O, LS50,.LSIO, LSW Skswable, Angles 24 MST12e, M�TI30, MST148, MSTIOO, MSTI72 Straight Straps I BA series hangers Top flange hangars available In vAdths ratl from 1 -9/1 Vto 7- ATUD5, ATUOS-Z ATUM, ATUM2, ATUD9-3, ATUDI 4, ATUD14-2 Aluminum Take -Up. Device 23 LSOZ AciJustable StairStringer Connector 25 MTS12, MTSI8,-MTS18, MTSX, MT824C, MTSW, MTS50C Medium TwistStrap 115"Land heights ranging from 7-115"to 30". 3 EP3/8-2, BP112, BPI1,2-3, BP.518-�. BP818-3, BP3,r4, BpaiI.3, spwruot-4 Bearing Plart6s 24 LSSJ2OLZj 1-88,12611Z, LSSJ28LZ, LSSJ26RZ, LSSJ21OLZ. LSW2!URZ Field Ad] uitable Jack Hangar 26 NcAWoL12� NCA202-12, NCA2YZ-16, NQAWC-18, NcAwzla Br4ging, 2 DGBF series hangers Top flange hangers ivallable in Wc[ths ranging from 3-516" to 7- 4 CNW31& CNWVS ' CNW518, CqM/.4, CNW5/8-I12,'CNW314-5/S CduplarNuts; 25 LSSRI-81, tSSR2.1, LSSR2,-$7, LSSR2.50, LSSR110-2, L.SSR410 Field�Adjustable Slop"blaiSkewable Hanger 27 RCW912, RCWD14 Wall Bracing, 1/8" and heights ranging from 0-1 X'tcr 24"� 5 CTUDS6, CTUD,%, CTUDW, CTUD76, CTUD76, CTUD77, CTU087, CTUD88,CTUD97; CouplingTake-Up Device 26 LTP4, LTP5 TriamPlates 28 RPS18, RPS22, RP$28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1 -1 a'to 3- QTUD98, OTUD99 27 ML23Z, ML242, ML287, ML28Z. ML2107 Angles 29 RSP4 Stud to Plate Connector W5"Land heights ranging from 7-114!'Io 24�'. 6 N3, N4, 1,15� NO Heavy Hex Nuts 28 MMH8 RbofTie-Down 30 SP1, SPZ SP44 SN, SP8 Stud Plata TIPP 4 DGHF series hangars Top flange hangers avalablis in widths ranging from 1-314!'to 3- 7 Li a, TU RTUPP, RTUPPS, RTUD4, RT D4 RTUD�, RTUD8,R D7, RTUD8, RAtchotling Take_UpJ)evicq 2P MMHC Hin _god Roolf-Oprinppircr 51 SPH4, SPHIS SPHa eov H y Stud Plato Tie 510" and heloints ranging from 9-1/4" to 24'. 8 TWO, TUDIO Talps-Up Device 30 MMILU4 MMLU26-2, MMLU28, MMLU28.2, MNILU210, MIVILU1211, MMLUI.39, MMLU1311 F�fcowlvidUnt Hargers 4 SS1.5, SSZS, SS3, SS4.5 Stud $,hoo, 5 EG5, EG7, EQ ,Q'ser" hangers Top flange hangers Available irrwidthis ranging from 5-1/4" to S- 9 TUW38 Take -Up, Washer 31 RBC;RBCP Root Boundary Olips, 33 ST9, ST12, ST18i ST22, ST2-92, ST2122, ST21151; ST2215, ST821�5, STd224, ST6236 StaughtStraps 718" and heights ranging from 1 Vto 32-11/7'� 10 URM 318" Uplift Rod Run Tedown System 32 RST-3 Roof-fiel-Down 34 TB201, T1327, T930; TWO, T1342, T845, T654, T856, TB6O Torsion Bridging 6 EGO series hangers Too flarga hanigers available in Wdths ranging from 3-&&'tb 7- 11 UR84 V2" U Ift Rod Run Tiedom System 'p 33 RTq=, RTC42, RTC27, RTC-44 Rigid Tie Connectors �5 TWBIO,TWS02.7WB14 W , all Bracing 114" and heights ranging from 11 -IM" to 371. 12 URS6 Sffl" Uplift RodRun Tiodown System 34 $TC1 STCT OTC, HTC4 Tnus"llips 38 VOT, VGTR,,,VGTL Variable Pitch QIr0w TI9doVT 7 GUSSerfels hapoers; Ole, hangers ov Sad alloble in *dthsranging frorri to 6-7/0' 13 URSO 314" Uplift Rod Run Tiedown System �5 TJOV, TJC57 Twss Jack Clips �7 WSI Q0, WSI OSC, WBI 26, \%S1 260, WBIA2;�C Wall Bracing and heigh is ranging from 112" to 28"� 36 22, Z4, Z44 Panel Sroner Clips 6 GLTV series hangers Top flange hangers available in widths ranging from 3-1 14Vto 7- 1/8" and heights ranging from I Vto,32'_ 1FI_#1 0441-RS FL#1 MI-RS H8 series hangers Tvp flange hangers avaitAble in widths ranging from 1 -9/1 V'tD 7- F1.010447-IRS 1/2" and heights ranging from &'toW', Pr6dUtritLftaol. Nitnitior or Pfuduct oesoirlisitl6h JUI Product k6dal. Nunlb6rL6rNjmo 'Product poscrintich 10 HGL8 series hangers Saddle hangers available in widft ranging from 5_;I 14?1 to S-Y�W W 1 DTT2 Holddown Sag # Product Model. - Num bar or Win Product Description I CBHZ.37x5.8,,CBH2.3!x�.63,CBHgA7xg�75 :Concealed hangars and heights ranging from 10-1 �Vto 26"� 2 HDC1014, HDC10= Hold-down 1 AHEP AcUustable Hip, -End Connector 2 DU, DHU4 DHUTF FAce-mount (DU, DHU) and top'flarigL (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-14'to 8- 3 HDQ8, HHDQII, HHDO14 Hold-dom, 2 DSC21`Z�SDS3, DSC2L-SD83, DSC�511-SD83, DSCSL-SDSS Drag Strut Connectors availabieln wiriths, ranging from 1-9116'to3-9118" arid heights 7IS" and heighisrEinging from 7-I/Tto32', 4 14DUZ HDU4, HDU5, HDU8, HDU11, HDU14 Hold4cwn 3 GBC Gabfis SraGeConnector ranging fromgr�116"to 23-15116'. 12 HGLTV senes hangers Top flange hangers available in writhis ranging from 3-1 M!'to 7- ;5, HPA28, HPA4 Strap -style puriply anchor 4 HOP1.81i HCP2, HCP4 Hip Corner Plate '3 HGU,3 ' 63-80S ' KGU5Z-SQS. 40,05,50-SM HQU5.62-SOS� HGUTOO-SUS� 14GQ1.25- Faca�rnount hangers( 118" and heigbits ranging from 14" to 10". S LSTH08, LSTHD89J Strap -style hoid,dowri, L 5 HHRC2-2, HHRC42, HHRC42,2. HHRC4)1,131. HHRC44, HHRC5.2S3:25, HHRC5.37r3.12, Heavy 1-11016 Ridge Coriffectors SDLS, HG_09,00-Spq 13 HIT Series hangers Top flange hangers available in Wdths rang ing from 2-5115" to 3- 7 MASA,MASAP Foundatio n anchor Strop HHRC6e 4. HGUS series hangers Fgob-mount hangers available in widths ranging from 1-5/8"to 7- 9/18" and heights ranging from 16! to 26'. 8 MPAI32, MPA,144 Straii purlin anchor a HRCI.81, HRC22 Hip Ridge Confiector WS" and heights ranging from "116"to 12-718", 14 HUSTIF series hangers Top flange joist hangars available- inwidths ranging from 3-1/8"to ,9 PA1 S. PA23' LPAW, PA35, PA51, PA68 Strap,,Stido purlin anchor 7 LRU2B, LRU28, LRU21Q LRU212 Rafter Hanger 5, HHGU5.25-SDS, HHGU�,.5.0.513S, HHGU15,62-SDS, HHGIJ7,0().SDS, HHGU7.25.-SDS, Faceimmovnt han gets 3-9116" and heights ranging froML5_3!8"to 10 PAII5, PAIM.. PA1281 PIA135 Strap-styL- puirlin anchor Z, LS=, _S,9U2,8, LSSU210 Light,,$ppeableeko' ac1qU Hanger HHGU9.00-$I>S 15 HUTF HUQTF series hangers Topflange lhangers,�vapa, a in widths ranging from 1-9110" to 5- 11 STHDI 0, STHDI ORJ Strap-pt hold,down 0 TBE4, TBE6 Tru B aiing Erhander S .2 OL HHUS26-2 HHUS28-2, HHU8210. ,HHUS4 , HHUS48, HHU8,410, HOUS5.5,0110, FApa-mourtt hangers 112" and heights ranging from3j�JLS"to 16" Concealed flange 12 STHD14, ETH014RJ ,ylo Sh7ap-styier hold-dowrt 10 TC24: TC26: TC28 TirussiClip HHUS1.25110 version (HUCTF) avapablo.for all models having wkftb equal to or 11 THA29, THA213, THA21 8, THA215m2, THAM-2, THA413, THA41 8,THAG418, THA422, Adjustable TrosoRanger 7 HLSUR, HSUL, HSURC, HSULC series hangers Skewed face-mourrit hangers I ble in widths ranging from 3- greater than 2-9116". THAC422, THA426. THA422-2, THA4�8-2 118" to 5-IH' and h eights ranging from 4-314!'to 15-314!'- 16 HWP series hangers Top flange hangers available in widths ranging from I -9116"to 7- 12 THA11;8IM THAl2,06122, THAl2.1122, THA1222, THAI322, THA13522, THAM22 AdjustableTrussHargor Sized for I-Joish; , I Concealed flange version (HSURC, HSULQ) available for all IJB" and heights ranging from S-�V&'to 2&% C= 13 THAL42, THAR422 �S L kowe d Truss Ha n at double 2X and 4Xmodels; only acutsfiange jSLconi 17 HWPH series hangers Top flange hangers avallabloin vAdths ranging from I I -S/I 6" to 7- 14 THIJA26, LTHJA2rL LTHMA Multiple truss Hangers 8 HTU26; HTU�a, HTU21G, HTU20-2, HTU2a.2, HTu21Q-2 Face -mount hangers 11,2"Land heights ranging from 5,318" to 32'. C%A 15 THJM2-4-SbS3. THJM2-5, SD95, THJU26, THJU�&W Multiple Truss Hangers 9 HU, HUC se6ea he ngem Face -mount hangers available in widths ranging from 1-9/16" to 7- 16 ITS series hangers Top flange hangers available in vAdths ranging from 1 -VI O"to 3- 16 TSBR2-24 Truss Spacer -Restraint 1 f2" and heights ranging from, 2-748!! to, 19,114"- Concealed flarige StS" and heights ranging from 9-1 AVto 16'. Cl-A 17 VPA2r VPA251 VPA3, VPA85, VPA4 Variable Pitch, Connectors version (H UP) available for all modedishavitrig width equal W or 19 J8 series hangers Top fla nge hangers available in Wdth of 1 -9/1 e'aLnd heights 16 VTCR VallayTwss� Clio ranging from 5-518" to 7-114�', 0 = C2 HUGOIAIIII-SDS, HLIOC421.0-240S, HUCQ21115-SDS� HUC0310. Fare -mount hangers 20 JSA series hangers Top flange hangers available n,width of I -9116"and heights C'7 S0Sj HLJO HIUCQ412�80S, HUOQ5.!SG-SDa 41.1=15111-SOS, HUC0610- ranging from 9-W116"ir) 13-118" ,04rIO-SOS, SDS, HUM612-SDS Co M C= C= cc �:g CL) cc -00 .0 cc Simpson Strong -Tie 2020 FBC Approved Products Updated 12W/�020 Simpson Strong. -Tie 2020 FBC Approved Products Updated 12rAW20 Simpson Strong -Tie 2026 FBC Approved Products Updated 12/13012020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ,,CLI0KHERE MM pirpy0slistedbef CLICKHERE Pot dect links to 01 !PST gp 9%Y For 0*09t f1rikVLto'R!l $$TAppndVW5II9ldd CLICK H9RE For direot fin ks1oeIlP$Tappr5�vAJsR*, bolqq�,CLICK HERE a For additional Inform. tion regardt'ino Flo(idalsSuirtewlde Product Approval System Hind Mvd-Dode County. Notice ofAccepwrice (NQA4, 0J0_k=, For additional information regarding Fllorida!s Stalowide P am and Manit-Clads County Notice of A;coptance,(NON; For gdditional i�nformaton re.9wdirrig Flordats 8tat"We Product'Approval �Systom and Momi-Darde County Notilro of� �ctlpt�nqo (N�OA); For add�*nal information regarding Florida's Sttifewide Product Approval System and Migini-CrAde Ccurtly Notice of!�cctipkarrcs 21 LE series hangers Topflange hangers Available in vridth.efl-9/16"and heights FL#11468-RO 15 SILBVI,56, SILBV1,81 , VLBV2n6, SILEV2,37, SILBV2.55, SILBV2.60, 511-5V3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor -for concrete ranging from 6-3ff'to 15-1/8". 9L6VS.5S,:S1LBV3.S2, SILSV4.0,6� SILBV4.12, S/LLBV4.28, SILBV4-75.. SILBV5.60 6 Strong-Boll:2 (ST62, STB24SS, STB2-6SS) Strorg-Boli:2 Wedge Anchorfor concrete available incarbon 22 LBAZ series haripers Tupflarl hangers available In wldth�of 1�9116P'Andl heights, S_ X ? t NU W Der or Nagle 19 KTT20, SA)TT2. SIHTT14, HTT4,, HTT5 Holdowns, Steel and Types,304 and 316 stairl �21 0-4 H U J�� n Joist Hanger �O 6/11AST60,SIMST72 Straps JjI 8 Mil (I GLga) 7 titn HID iTHD-H, THD-HM0,THD�H4S8, THD-MSS, THD_CS, THO_c§6ss) eW Titen H D Heavy buty Scr Anchor for concrete and masonry 2$ LEM, LLG��, LEW series hangers Top-tiange hangers avapable In Wdths faingling from 3-14� to S- 2 HRS6, HRS6, HRS12 Strap Ties 21 SP4, SIPS t�Wd Plata Ties avallable, with hex head in carbon stool and Types 304 and $16 718"and heights ranging from V to M�112'. 3 HUCQ210-2§DS, HUM210-3�SDS, HUCQ510-SDS Joist Hanger 22 SSP� DSPI TbP Selud Plate Ties stainless stool, or with countersunk head in carbonates! and 24 MEG5, ME07 series hangers Top flange hangers available -in widths ranging from 5-114�'to 6- 4 THGB2, THGW, THGBW, THGBHi. THGSH4 Joist Hanger 23 STC, DTC TrussClip Type 316 stainless steel cn 718" and heights ranging from 9" to S2-1 rZ� 6 THG02-SDS3, THGW�SDS4 �5, THG042-SUS3, THGQI13-813S,4�5, THGQH4-SD$6 Joist Hangar 24 TaD22 Truss Bract) Diagonal 8. Tpen HD Rod Coupler (Il-1037634110, THD50934RP) The" H D Threaded Rod Coupler forpQroretb 25 MIT sairies han4srs, Top flange hangers Available in widthe ranging from I �9110 tbS- �6 THOM-3, THQW.3-4, THOW*3, THOW44 Joist Hangar 25 TJCV Truss lookiCorrite6lor 9 Titan HD Thnoodod.Rod Hanger (THD52,5168RH, THD937158RH, THOW21211H, Titan HD Threaded] Rod Hartger forcoricrate 118" and heights ranging firon�19-114!40 24", THD5PZ34RH, TH010.212RHI) 20 PF, PIFE, PFDB, PFQSB; series hangers TOP flange hangeiriavailable in width of 1-9116" and heights 10 Wedge -All "A) Wedge -All Anchor for masonry ranging from S�M" to 7-116'. FL#41473-RS I'l-ft-3904-115 (D 27 RR Ridge rafter con nectoir 23 VVf1 series hangers Top flange hangers ' Available in wdthi; ranging from 1 Sea # Product Made]. Rum bor or Name Product Doscriotibin Sea # Product Model. Mum bor or Name duct D"McriDtion FL#i6230.R8 I'M" AIrd heights I DETAL2Q Double Embedded Truss Anchor 1 pCQMO.6ZSDSHDG� =M4 82-SD.SHDG. CCTOM3-02-SD'SG; Masonry Piat Cdors; 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor ccTom4.82_SbsG t CdTwsm-sb5n , CCCQM3.82-SDSG, CCCdIVl4.62-SDtG, Sea Product Kodal. Num bar or Name Product Description 3 HIS, HIOS, HI&2; H16-2S, HufficaneTie I AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1 O%Qw]15, HSTA12, RE-7-AIS. HETA20. HEFA24, HETA40 Embedded Truss Anchor -2 ECCLOWS2G4�T1 ECCLQIV..S2G.KT. ECCLQMS.50G�KT, EC, CLLOMD3.62G-IKT, masonry Pier Caps 2 ET -HP ET.HP Epoxy Adhosive for masonry 5 HETAL12, HETAL18. HETA4'�O Embedded Truss Anchor ECCLLQMb4.b2G.KT, EtCLL0MD5;6OG-KY, EdCLRQMDadG-Kr, ECCLRQMD4.e2G- 3 SET-XF %T�XP High�Stmingth Epoxy Adhesive far masonry Product Description 6, HGAM10, HMO Masti ratroilt connectors Kr, FCCLRQMD5�,5OG-,KT Hangers 4 Strong-B02,(STSt Strorrg-Bolt2Wed A chorformasorry 'go 'n I AM�mberortlarrne AeA4a, ABA46R, ABA86. A13A68R Adjustable Post Base 7 HHETAIC.. HHET-A2o. HHETA24, HHETA40 Heavy Embedded Truss Anchor HGUV6.2!�. HGUM5,,90, HOLIM7,00, HGU M7L 25, HGUM6.00 Heavy Masonry 5 Tpen 2 Crl�N2) Titen 2 Screw Anchor for Concrete ABU44; ABU44R, ABU413, ASU40R. ABU5.5, AgU5-6. ABuS5, Awoa, Asuow Asum, Adjustable Post ease 8 LGT2, LGT3-SlJS2.5, LGT4�SDS3 'Girdar Tieclown 4 L0UM2S_2,LbUM 26.3, LqUW64, LGUM28-2, LGUM28�3, LGUM284, ILGUIV[210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-HOSS, TH D4-,SO8S) Titan HD Heavy.Dvty Screw Anchor for concrete available in 304 ASUBSR, ASUIOrio, ABU1010R, ABU1212, ABUiTt2R 9 ILTA2 Lateral Truss Anch or LGUM210-3, LGUM210-4, ILGUM46, LGUM48, LGUM410 or 316 stainless steelwfth heg hesid,prid 316 stainless steelwith 3 ABW44Z. ABW44Rz. ABw46z, ABw46Rz, ABWO84 ABWWRZ, A8W-7 Adjustable PostBime 10 META12, META16, META18, META20. MEA24, META40 EMbedded Truss Anchor MBHA&IM.�5, MBRAVVII.26, MBHASM/T�5, M9HA3,%J9'25, M13HA3.56111.25, MBHA3.56/II'S8'LMBHA3�56tI4i MBHA3�15611S, MBHA3,15SIIS�. MBHAS.6017,25� Masonry Top Fiange Beam Hangars; 7 Titan Turbo countersunk head. Titen Turbo S�crew Anchor for U) 4 AC4, A04R� ACE4 ACO, A06R, ACSO Post Cap I I MSTAM24, MSTANVO, MSTCM46, M8TCM60 Shrao Tie for Masonry (TNT) concrete ormasonry 6 Bt4, BC46, I BC4R, BC6, BdbR, SCS, SCS2-714, SC=-3/6 Post cap 12 wsm!6, Mrsiviu, wsuie, wsrna Twist Strap for Masonry MSHA5,504,25, MBHAS,50f=fl�2�., M13LHA"011188, MBHA5.W14, M5HA5,.5Oh0, 6 CB44, 01346, OBU, C1368i CB88 Embedded Column Base MBHA5,NOfI8 7 C8SQ44-SDS2,-C8SQ4S-SDS2, CBSQ66-SDSZ CBSQ86-SDS2, CBSQ8&SDS2 Embedded Column Base 6 MSHU3,56(9,25, NISHU3.15611126, MBHU3. MBHU3.5V14, MSHU5.56116, Masonry Beam Hangers FL*116931-R3 > 8 CC, ECC1' 5CCU Series Sated column rapsyhth WI ranging ffom3-V,1�'to 9-IrZ and FL#4i49&R6, M131-11.13,56flS, MSHU5.5",25, MBHU15.WII.2fi, MBHUS-60111.8a: MBHUS,50/14, W ranging from 3.518" tc,7412' MBHU550116, MSHUS.50118 §911 Producrt Modal, NUMberol"Narre Product Diasonotl4rt 0 9 OCQ-SM2.5.� EO1CQ-SDSZ5 S066s Streved rolurmi caps with W1 ranging from Sea # Pflodlict Model, Num Wr or Name Product QegdrlatLiLq I XQISI0I8,XQISIO164K 410-16 Otrong-DdveX'MeWl$i�Jf-D�illing, TappirigScray"swith.43 L_ W2 ranging from 3-511Wto 7-112" 1 DTT1Z Deck Tension Tie. Drip point CL 10 CPT44Z. PPT6q, CPT88Z, Concealed Post Tie Base 2 HW2� HDI191 Boted Holdowns FL#t3976-Re 2 XLQI I 4T-1 224, XLQ1 1461224-2K #12-24 StrongwDrive XL Large-HeW Metal Self -Drilling, Tapping 11 EPB44& EPB", EPI346, EPqW EPS4Z Embedded Post Base Embed Post Base 3, 4 H03B, HD5B, HD7B, HD98 HTT4, HTT% RTTS-V4 Bolted Holdowns T'abs[on Ties Product Model, NuMbenrol-Nom Product Desodeft I XM01 1481-2-24. XMQI 14BLI224-2KL Screws with #6 Drill Point and Large Diameter Hex Washer Head #12724 $trorl XM Mediurri Metal $elf -Drilling, 12 13 LPE344, LCP§O ad Ern bad 0 ad Column 5 LTTI LTT20B, LTT 131 Light,Tension Ties 1 SDW223'00, -22��8; SpW22438,,SDW22458, SpW4�qq SpLW22QQQ, SQVYr2ZM, StrwO-Dnve,8DW EWP-PLY and TRUSS -PLY Sorovoa Tapip�nq'Scrww$ with #F; Drill Ppintand Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap� ttwmi§34' 4 X0114SI 224, XQ114BI224-2.5K X1 14SI224, X'111 2SI224, XQI 1281224-2K #12-24 Strong-Drivisi Tapping Sore" with #5 Doll point 15 MPS44Z, MP88OZ, MPB88Z Moment Post Base, 2 SDVVCI545O_SDWCrISOOO Stong-Drive SDWC TRUSS Screw 10 P I B44, P844R, PW, PB86, PBOBIR Embedded Post Base FL#13620-RO 3 SDWH1=bB, sowRiwobig, sDWHi oeowa, s0WHIOSWID8, SDWH19IXODB Sfrong�Dove SDWH TIMBER-HO(Scraw 5 XUUSIOIO,XU34SIOI6-5K #10-16'Strang-Drive XU MetalSelf-Drilling, Tapping SproAs with 17 PBS44A, P35401 P13668 Embedded Post Base 4 SDWH27400G., SDWH278(M SbM27606G. SMH271 QOOG� SE)WH271120OG Shrori SfJWHTIMI3ER-H5X HDG' screw #1 Vill Point 10 PBVO, PsVI'o Round Post base Sea 9 Prgduct Model. NumbIlro; Name S8,Anchr 5 SOWS"1621271 SDWSI 6400 SOWS19600,, SID 61trong-Dove'$DWS FRAMING Strew 0 19 0044-16; PCA6,46, PC4846� PCfM_1 6, PdS6- 1 6� EOC44-1 6. EPC46� 15, EPC48-1 O�, Post Cap 1 S851&24, 8871&24, S81.30 Bolts 6 SdWSID71 Z, 22400,SDVVS��O,SDWS22-51-2, SIDWSMob, Slronq0riVe TIMBER Screw (Interior G rade) EPC64-1'a, EPCS8-18 2 SSTS16 SSTE20 SSTB28, SST834, SSTB36, SST81 OL, SST82OL, _8STB24L, SSTS Anchor Sots SDWS22800� SDM229.00� SDVQS221 000, SIDWS221 I M SDW=I 200, SDWS221 500 FILAQU20-110 2o m4z. PC4Rz� PW; PC5RZ, PGSZ, PC8RZ. EPr_4zj EPC4RZ, EPC82� EPC5RZ, EPC8Z, Post C2 p isTB2L 7' SDW=3CODB, 8DWS224OODS, SDWS22_1OGDS; SOWSZ2800136, SDWS228GOD8, Strong -Drive SOWS TIMBER Screw�Extarior Grade) EPCBRZ SDWS221Q0ODB Sea # Product Model, Num bar or Name 21 PPS44-4Z; PPB44,0Z Post Rase 4 SIDW=3120313, 8DWS22612D88 Outdoor Accents StrUCL ral,Woqd Screw I DSSCS4$�& DSS�CFI46� DSSCI348� DSHS Bypass Framing Drift Strut Con-ractor W �2 RPBZ Retroft Post Base FWIU72-114 19' SDWS�73008S, SDWS2740OSS., SDW827,60OSS, SDWS276OOSS, 8DWS2780OSS, Strohg-Drivja,SDWSMMBER SSL8&jaw -2 FCB43_5;,F&B4-)_5' FCB47A FC84g.5, FcBIii.5 Byptsg Framing Fkad-Clip Can rector SOWS271GOOPS� SDWS2712WS0 -3 FPHSD34SIC16, FPHSD341311010, FPHS03413101MK: FPHSD34S1214, #10-16 and.#12-14 Strong -Drive FFHSD Framing-tn-CFS Self - Sea # ProdUct Model, Number or N Product D rilstion 10 SDWVIa4GO Stirone-DrIve SQVVV SOLE -TO -RIM Scriew FPHSD34&1214, FPHSD34BI214-5K Dfilling, Tapping Screws FL*i 0866-RS 1 CMSTI 2, �CMST1 4.. CMSTC1 6. CS14, CSI 6, C814, CS20, C$2-2 Colled Straps 11 -Outdoor Accents, Rex -Head Washer 4 LSIFC2�25, LSFC4,25, LSF0625' SFC2L,25. SFQ4 25, SFC6,25 Steel Framing Connector Cn 2 HRSO, HRM HRS12, FHAS� FHA9, FHAl2,,FHAIS, FHA24, FHAW, MST126, MST13O, Sts ips 97 mil L(I R-94) 6 LSSC4�26, LSSC6.2 , SSC2,2Si SSQ4,26� SSQ6.25: MSSC2�26, MSSC4�2 M C6�26. 5 5� 5S , too] Stud Connectors S §glj Product Model. NuMbisr Or Nam'a Product Dgscdgtj�aa li MSTIW� MSTI72, SIMST27 . VMSTV. VIMST48 FLA18,363-R3 6 MSSC4�25KVV, M-138CO.2514W RCKW4, RCKW5.6, RCKW7.5, RCKW3S, RCKW5.SS Rig Id Knee Connector I ,2, FJA. FSA FRFP Foundation Ancho Flat Retrofit Foundiationt Plate 3 4 HTS1fl HTS20k HTS24, HTS28, HTS30, HTS313C LSTA30, LSTA38, LST149, LSTF73 MSTA9, M8TA12, MSTAI5, MSTAI8, MSTA21, MSTA24 HgavyTwistStfoips Straps 43 mil (.IS ga) 7 80843.5, SCB45.51 S01347-51L S08419.5, SCS411.5. MSCS45,-5, MSCS47.5 Wait Bypass Framing Slide -Clip Conriectof 3 GH46-6� GH46-,8, GH486, QH4S-$_GH41O-6, GH410-8. GR56-6, GHl GH68-6, GH68- Girder Hanger 6 LSTAO, LSTAIZ LSTAI 5, LSTAI 8, LSTA21, LSTA24, $T292, ST212Z ST21 151 s72215 Straps 33 mil (20 Seq # Product Madel. NUM ber or Narne Produc Description 5 9'_S32-6/gIf, SCS62-WOT SCS02-511 IS, SCEU-6/1 18 Bypass Framing Connector -0 8� OH61 0-6, CH610-8 6 LSUBH3A25,. SLUBH3L.25, MSUSH3.25 Bridging Connoo r I AS 18; AS 18S5, AS 1888 18 go, Truss Platets 9 SOM.25. SQW5,5 Head-cyfWall Slide-Glip Donnogtor 4 01-136A, GLOW, GLB7A,. GLS7B, GLBYC, CLB75 Glulam, Soaring Plate 7 LTPS wwrail Tio plate Z AS, 20HS 20 ga.: High Strength Truss Plate 10 SJOS126. SJCIO.25,,MSJC626 MC10.25 Bbsolloist-Cormsctw§ 6 dLSTS1 2, bBLTS12� OLBT516, GSLT6,116 G03TWb, n0LI7820 Glulam Bearing plali� LTSI 2. LT§1 6 . 1 LlghtTwiskStraps '$traps AS.'20 �b ga, Truss Plate 11 SS33.518 Bypass Framing Slide -Clip Strut Connector . 0 ICU 6 HGLBA, HGLBB.,HGLE3C, HGLBDL Heavy Glulam Bearing Plate 9 ST18, S T22, MSTC 28, WAX M$TA-46, ST621�,SW224, 5TQ, ST11 MSTM. MSTC52 54 frill (16 g I 4 ASHP Hinge Plate Connector 12 XLSH3481414,i XLSH78BI 414 #14-14 8 trong-Drive XLSH Shouldered Self -Dolling, Tapping 7 HGT-2, HGT.3 HOT-4 Heavy0irderTiedown 10 MSTCOS, MSTC78, ST823a i8traps 68 mill (14 g a) Screws LU 8 U!'Plo-sb8s Universa I Foundation Plate III MTS12. MTSIS, MTS18� MTS MTS24C, MTS30C -M. MTS30 Medium Twist Straps 13 XQiSIO18,XQ1B1OI6-4K, XO-IS12141 X01M214-3.5K, XQ78SI224,X07,89I2N-3K, #10-16: 412-14, and #12-24Strong-DriveX Metal Self,0rilling. 2 .9 URFP Universal Retrofit Foun clotion Plate 12 SIB247,, 81134,06; Top r4tig&Joist Hangers FL#1,6730-R4 X0114SI224s X011491224-2.5X, XQI 12SIn4,XQ1I2BI224-2K, Xa4BIQ1e-6Ki XISiDIB,,X-ie1016.4KXlSI214,XI812i4-5,5K Topping Screws 13 SMA2.1218, SMA2,12140, 8.0A2.12j'12, SfOA2.12114, &BA41eve, MA4.18/10. Too Flarge Joist Hangers §ga Proftotftdol, Numberior Name Product Dogrodgaga SIBA4.18/IZ SIBA4,18114 I Er -HP Adhesive Anchor for concrete Z 14 SfHiA Hurricane Tip. 2 GAC_ GDP, GVPM-50, 0DIPM-75,0DI1141-1,00, CDPS, GW50, OW-75. GW-I 00, GTH Gas -,actuated fasteners and Assemblies IS $YHD8S, $"08B� SIRD1QS� S�H DIOSL S/HDISS, S/HDI 5B Holdo*ns $ PDPA PDPA-K, POPA-MILG, PDRAT, PDPAT-K WR PINWP-W. PDPAWL, PINW, PIN Powder -actuated faatenars� threadipcistuds, ardsissemblas 16, WH DU4, SfHDU0, SIRDUO, VHQU1 I HoldliownO PDPAWL-Mq, PSVO, PSVLS4(, POLDPA� PECILDPA, PTRH�a, PTRHA4 17 S(JCT, S/HJC7 )oist Hangers 4 SET�3G Adhesive Anchor forconcrete SHEET NO. May 27, 2022 PA 1.2 34275: . . . . . . . . . . . . . • > 0 (3) C) log cu -0 9) )QL9 *aill .111: a 11 m III VA L • INS RRwfy (D• C, 0 cu -0 • C= 0 0 �5_ =•3: (3) ii -Ail L_ LL CIO = 0 .0 +_ — it 0 > '05 (D CD cu 0• 4— m CL -0 . c CO < 1�L*A-7 (� /h4ml. =1 I _1 Pro MAL No. 11-4.20SAW Apra 1 14,1416 Awqvi INtevifiralk' 29,1(ci May 27, 2022 C4 CL) cm O. m Cj 4 LA_ D.. CO = — -0 C-4 cz N w I== CD W Cc (n = E cn (D E cu > 0 > Sr CL O O CD U) m < 0- F_ Lm LLI SHEET NO. PA 1.� N U O Oki I N CL O ca �- � .� N U cis to N '0 U -0 � C OL 'sr CU O Ll,. — CU O > .� N " O � �. F— U) .� .� d� ? W c rvc�N x ,y N N Q R7 4 � C= O tG N • p N .4- a CL sa n o p_ co i co 0 i O U L_ U m Q L w Z N z Q tZ SHEET NO. PA 1.4 MIaMi•� �unn�r �An>r �ca�vT� � r�onurr corr'rR�rx, sl�e�xc�iv DEPAR',i'1�[Ei�iT'pF REGULATORY AND EC©N©PrIIC RE$otlfiGES (xEtzj ] 18t35 SW 2b:�t, Roma 208 130AiiD AND CODE AI1MIri1S'rItATION DIVISION Miami. Fimida 331'TS-2474 T {�$sl its-�Sso � ta$sl3is-2ss� N����l� �!� ACCEPTANCEvvz���nidaide,aow2eeannm�r C 1. Crete USA. LLC NOTICE QF ACCEPTANCE.:. EVIDENCE SUBMITTED #U3-El6 . J.{I4 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL � GastCrete 3 ' USA. LLC' 1'�OTICE OF ACCEPTANCEEVIDENCE SUBMITTED- EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # i.2-ti�U9:1� Cast: 5, Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE -SUBMITTED E SUBMITTED DER PREVIOUS APPROVAL # 14-0903.03 EVIDENCE UN Cast -Crete USA, LLC 6324 County Road S'19 A. DRAWINGS A. DRAWINGS A. DRAWINGS - S e Pltr a 5$4 etiin r,. rod 3� _ r, t e rl sheet 1 a 1 "Precast dPrestr Sed,�rrt_elr? itr s s 1. :�rawrn o. FD4Sr2, tailed an ./� $ _ . � and Prestressed Lintel Details sheet o "Precast 1. l.�rLIT�A�rr"i,�`N�..i"��b.� , titled �T' , � f N rr .�. Drawing No, F.l��b��, titled �reC�lS'tated.7`+2s�i"�.5',�d�rilte�JT�et�rtlS , sheet .i 6?,J� b Crar Parrmo P.E. dated March ZOf?3 ctndDrciwin ,Tito, LT�'bl�, titled prepared _y 8 , , $ 1 b Craig Parrtno P.E. dated Marsh 24 20'03 and Drawing Na. , prepared . y g $ N I: 'aCast-Crete � r' 8r l2 I dated 03124103 and Drawing o. LT4b .2, titled , 6 SCOPE, Cast Crete 4 , 6 $c 1.� Lintel Safe Load Tables . sheets r through �,f , prepared _ Y "Cast -Crete 4 & 12 Linter Safe Loud Tables' _sheets :1 LT4b1 Z, titled , .6" r' Lintel Safe Load Tables , sheets i through 3 of 3, lit revision bated 06112114, all . - This NOA is been issued under the: applicable rules and the use of construction materials. g regulations governing . 2 2 last revision #I dated �8 ZD�3 herb Craig Parrrrra, P.E., dared March 4, �43, , $ , through 3 0 3 b Craig Parrtno, RE, dated March 24, 2003, last- prepared Y 8 a signed and sealed by G'rut Parrano, P.:�, an 08/19/14, .' .. drawzn s signed and sealed b Craig Parana P.; . ,f I ILI ECO imc\ TILLIT TESTING A ENGINEERING COMPANY rRODUCT ENIAIJUILON 2 2.2. TE ST REPQR-Ts: Large misi§lle Impact and fatigue load tests were performed under Protocols TAS 201, 203 as par sectlon 1626 of the Florida Building Code. Uniform static leads Vknor; RM= rip, 20.M$,Ol 6. MATERIAL CHARACTERLUMCS-AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 213� of Product Evaluation Document (P. E. D,),, drawing WATTRA, A- TILUTjR., F1, F1.112 L&\A 44114M as per TAS 202 Protocol. Test raparts prepared by Hurricane Engineering & No.20.lim Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/01)119.96, #96-570 dated 09/1811996, 26, of Product Evaluation Document (P.E,D.). draviring No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 091201199§, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 0411&1998 and # 2126 dated 10/0611008 witnessed by Gilbert Diamond, P.E. and Report No. 7- LIMITA71QNS AND _C0.1140111101 MUSE: REPORT NO.: 20-0728.01 0219,01-00,, dated March 4,2000, signed and seated by�Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet I of 26, as well as General Notes# 1 thru 4 and 11 thru 1B, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No� 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P,E. prepared by T11teco, Inc, and sIgned'and sealed by Walter A. Tillit, Jr,, P,E, PRODUCT SUS,CATEOOAY-, Storm Panels 2A-,-SJJ3-U-CTURALENGINEERING CAL&ULATIONSi 7.2. Product maybe inStalled within HIGH VELOCITY HURRICANF-ZON58 as On 20 Gage GalvanizedSteel Storm Panel for maximurn panel length vs. design defined onsectlon 1620.2.ofthe Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as wall as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection ftodijigft I.I.Q. length based on rational and comparative analysis, and In accordance with section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc_ I 7.3. Product shall only 1.40 Installed Into poured concrete, concrete block, and wood frame s rea. -tructw 4800 S,,,W , S I Street Davie, Flodda33314 dated 11103/00 and 03ii 2M 5, signed and seIled by Walter A. Tillit, Jr., RE, 1. PURPOSE OF WALUATION, 3. MISSILE IMP -ACT RESIMNCE. Product Evaluation Report prepared by-Waftr A. Tillit,Jr., RE, (Florida License This is a Product Evaluation Report Issued by Walter A. 111111, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President ofTilteco, Inm (Florida CA-O ON719). JD # 1,906) to the Glolball Protection Products, LLC, Rule Chapter No. 61 G204, Method I D:,of the Florida Department of Business and Proiessforial Rev' lation. 4-M-RD-W-A.DS MISTANCE. 20 Gage Galvanized Steel Storm Panel has bean verified to sustain wind -yN 6e % * - t This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas Indicated on sheets 8, 10, 14,15, 44167 boon verified for compliance In accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify that the product It for the pLffpo$e Intended 20-176, Maximum Anchor Spacing shall bees Indicated on shoets.8, gi 10, 11, 14, 15, 17,116, 19, 20 26 and 26 of 28, of Product Evaluation Document �P.E. D.), STATE OF at least 'quive 8 nt to that required by the Code. drawing No. 20-176, A40RO This Product Evaluation Report shall be subject to review and revision in case of StON IL'. a Building Code change that may affect its limitations and conditions 5. INSTALLABON: Installation shall be performed strictly in accordance with details indicated on WAT�LL Z-EVIDIENCE SUBMITTEM sheets 3 thru 7, 10 thru 2q, 23, 24 and 26 of 26, of Product Evaluation Document , DA TILTECO AOMON REdORDSLI P. E. RFPOFM20 kJOL10IIIAL PikOTECTION PRODUCTS, LLC I 20,31kcm 2-ti.PR,opucTEyALuATtoNDQC MENT(P.EM-j: (P,E.D.), drawing No. 20-176, Minimum separation to glass sha 11 be as GALVANIZED STML STORM PANIEU DRft 76 REPORT III 20-428LDI Drawing No. 20-176, tMed "110 GAGE GALVANIZED STEEL STORM PANEU1, Indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document sheets I thru 26 of 26 prepared by'rifteco, Inc.; signed and sealed by Waiter A. (P. E.D.), drawIng No. 20-176. Tillit, Jr., PE.; dated 0712$/2020. This drawing Wan integral part RAITN's- A%kHI111HII,40,, Evaluation Report, A, ... ........ SA .�X;Rs N 0 , NO, 44167 167 STATE OF OP In 63M N.W. 3ft Street, Suite 305, Miami, Florida.13166 Phone.- - (�05) 871-1530 - mi� 8-3) IN CASE tMT PRECAST SIONE. OR PRECAST CONCRUE PANELS, SPUCCO OR WOW BOARDS BE F"D ON THE gym am am" EXISTING WALL W:"M SHALL BE LONG ENOUGH TO MAW THE MAIN SnIUCTURE SENIND SUCH PANELS� 1. STORM PARM SHOWN ON THIS PRODUCT MUKTON DOCUWMT (RED.) I-M KCN VERIFIED MR COMPLIANCE Of ANCHORAGE SWAL BE AS MENTIONED IN 9.1) AND IN 6.21. ACCOROA� WITH THE 2020 (M EDITION) OF THE FLORIDA BUILOWIC CDM (C) Ly , DESIGN WIND LOAD$ SHALL BE DETERMINED AS PER SECT" I= Of THE ASCht MDMONED COCE. MR A A%REW% THE nms WILL BE INSTALLED AND NOZ SKOX I �g Ii /4-0 TAPCON ANCIORS. MAS MA12FACT11RED BY I.T.W. %M= INC. #1�10 PARELMATE POME 10 AND FANS.VATE PLUS ANCHORS, AS MANUPACTURED Erf ELCO CONSTRUCTION PROMCM MR A =C= CTOR X115 USXWX T-IIHAMND EXMG THE MAXIMM C&S 0) 1'�4 0.�f $00015 PM DES" PRESSURE MTN" INDICATED ON SHEETS 7 THRU IZ Ik 15. 15, 10 & 20. 7 1; 5/W' *000 SUSHM AS OISTRWED BY ALL POINT SCREW. BOLT III SPECIALTY CO. IN ORDER TO VD*'Y THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OMMINED PER ASGE 7-10 SK-AL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THIDA BY OS IN ORDER TO C,t) MINIMUM THREADED PENETRATION INTO WOOD, OF TAPOON ANCHORS WILL BE 1 1/2' AND 2* FOR aCQ PANELMXM PLUS COMPARE TIM W/ VAX (ALSO) DWGN �M RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 16, 12 & 20. AND PANELMALE FEAALE ID, IN ORDER TO VERITY THAT ANCKM ON THIS PZO AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE C-2) MINIMUM THREADED PENURVION OF LAO SQ"� MW THE WOOD FRAME UNIT SHALL BE 1 i1r. No THREADED PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. S74ESS FOR WIND LOAM WAS WL USED IN W401 ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN OVERIANED N ACCORDANCE WITH NAS. 2018. C,3) MIMIMUIM EDGE DISTANCE Of LAO SCREWS, INTO WOW SNAU BE AS INDICATED IN THIS ORWANG "$A PACT AND AM RESISTANCE HAS BEEN VMCD IN ACCORDANCE WON SKTION 162a Or CEO r A VrUMASIM ER 14URRICAMIE ENGINEERING 4 TESTING INC. WORM 94-662, 9S-%7C & 90-130 AND ") MINIMUM PENETRATION OF WOW BUSHM BE SZ. 1/4' 0-2D SCREWS USED SHALL BE 1 1/2* LONG MUM =1 FENESTRATION TESTING LW iw� REPORTS #2032 & j2V26 , AS PROTOCOLS TAS-2QI, TAS�202 AND US-203� 1. MINIMUM SHOAAUD STUCCO EXIST. 00 WALLS No STUCCO. AS WELL AS AMERICAN TEST I" OF SOUTH FLORIDA WORT 10219.01-09, AS PER TAS 201. TAB M AND 10S 203 STANWADS. CS) IN otm IMT PRVAV CONCAVE PANELS. STUACOD OR WOOD BOARDS BE FOUND ON THE DOV004 =17T 2. ALL ALUMINUM MRUIPONS TO BE 60621-14 AULOY AND TEMPER. WESS OTHERWISE NOTED), SEE 94EET 2, WALL, ANCHORS SKALL REACH THE MAIN STRUCTURE 000 SUCH PANCILS4 AWWRAGE SHALL BE AS MUMONVO IN CA). C.2) A C44) 1 ALL AILUMINUM SNEU METAL USED AT CLOSURES SHAD, HANE 3105-1414 ALLOt (0) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RFOOMMU"MONS AND SPIDGIFICATIONS OF THE ANCHOR'S MANUFACTURER 4. ALL STM SHM MEW PANELS SNALL KAYE STRUCTURAL QUALITY UEQ- ASTM A-GW GRAGE 30 WOMM G-60 GALVANIZED Ma DESIGNATION W/FY- S" kii (MIER ROLLED). 8, PMELS MAY ALSO BE INSTALLED VOROWTAMY FOLLOWING 4WALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHeas THROUGH 6) EXCVT THAT iMADEitS 0 & Q SHALL NOT BE VSED� 5, ALL SCREWS TO BE STAINLESS SML 304 09 ZA6 AISI SERIES OR CORROSION ASSISTANT COAM CARBON STEEL AS PER ON 501)1111 1�4 kin TOLD SMENGM AND 90 W TENSILE STRENGTH & SHALL COMPLY W/ FUCRM BUILDING — 9 IT SHALL BE THE RESPONSIBILITY OF THE COW01ACYOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUM IS TO K W� SECTION 24, .3Z ATV4HED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL MY BE ATTACHED TO COWAM BLOCK OR WOOD FRAW BUILDINGS, & BOLTS TO BE ASIM �307 GALWXM StM OR AISI 304 SERIES STAINLESS STECL. WIN 36 k.1 MINIMUM YIELD STRENGTH, IM EACH REG" STM PANEL WITH LENGIHS OVER W-8 THROUGH W-4*. AS OW & IOW Y VMSI'i!LMW& 10 AND ALTERNMWTS OW, & 12 RESPEDINUY' SHALL ME A LIEMBLE Me *C"RUCTING OWNER OR 7. ANCHORS TO WALL SN� BE AS POLI.Oft- PMV g1gr Iowa TO WITH APPLICABLE REINFORCEMENT "ING PU0OOS OFNURRICANE WARNSM (A) lt� THE INSTALLATION CONTRACTOR 15 TO ALI, SkUM COMPONENT EDGES W44H REMAIN IN CONTINUOUS CONTACT WITH t/4-0 TAPOOR ANMRS AS MANWACIURED BY I.T.W. SUILDEX, INC� (MI.. V4-3f92 P�.L) YK BUILDING TO Pftvw WtNO/RNN, /V # . 71W CALK-01 ANCHORS. AS UhNUFACKIFIED BY OEW&T INC. (WIN. Vc-VOO p.J.) 1/4*0 1 3/4� SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, 13OLT & SPECIALTY CO. 12. STORM PANEL INSCA"" SHALL COMPLY WITH SPECS INDICATED IN THIS ORO" PLUS ANY BUILDINIC AM ZON14G REGULATOIS (kft r..3000 P.�L) PROMED BY THE JURISDICTION WHERE POW IS APPLIED TO #14-10 PANCLUXTE FEMALE 0 & PANRWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CMmftcnm PRODUCTS. (NN. V-3350 P-1.) 13. (a) THIS PRODUCT EVALUA71ON DOCUMENT (P.E-Dj PRrPAM Or THIS ENGINEER is aowJIIC AND Don NOT PRoVd)E woFwAT*" Ile* OF TAP-ORIP ANCHORS. AS WAUFACTURED BY TRU-rASr CORPORATION (I"a-UGG PA.L) FOR A SITE WVOIC PROJECT; Le. WHWE THE SITE CONDITIONS COMTE FROM 1K P,E.D, Al) MINIMUM EMEEDWRO OF TAPCON AW19ft INTO P"AW CONCRETE SHALL K 1 3/4, 2- FOR PANaMAJE FEI AALE W CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION, PuRCHAX AMC wWxAAnoN mcLumm LIFE SAFETY OF THIS PRODUCT BASED ONTHIS 1-�U. POWDOG "HE DOES NOT WMTC FROM THE CONDITIONS DEUILED ON THIS DOMAiew. 0 AW PANDWIX PLUS AND 1 V/4- FOR CF TAP-=P ANCHORS, CONSTRUCTION SAFETY AT SITE IS THE WNTRACTORS POPONSWILM. A2) CAUK-IN & SOW -SET M040AS SHALL BE EMBEDDED 7JV INTO THE POURED CONCRETE. No MBEGMENT INTO (c) THIS PRODUCT 010LUATION DOCUMENT WILL BE CONSMED INVALID IF MODIFIED. 9=0 %WL BE PERIVIED. 1/4' 0-20 S=WS USED 2041 BE 1 1/2' LOUD MINIMUM SHOULD STUDDO EXUIT, NO ?* MINIMUM FUR WALLS WITH NO SnADCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, W SITE SPECIFIC PROJECTS SHAtl BE PRVARM By A FLORIDA REGISTER19) ENGINEER OR ARCHITECT WHICH WILL BECOME PRE BUT WITH WING HUTS. ENGINEER OF RMORD (EDP-) FOR THE PROJECT AND WHO WILL SC RESPONSIBLE FOR THE PROM USE OF THE P1.0- IONGINCER OF' RECORD. ACTING AS A 00I.EGAM VM4MR 70 THE k33 IN OM TOM PWAAST STOW. PRECAST CONCRETE PARMS. PAMERS, STUCCO OR WOOD BOARDS BE MIND ON THE OX.D. ENGINEER, SMALL SUBMIT 10 THIS LATITR THE SITE SPECIFIC DRAWINGS Fait WAEW. OWING WALL OR FLOOrt ANCHORS SHAUL BE LONG DMGH TO WAC*4 THE MAIN STRUCTURE BEHIND SUCH PANELS, MOHM40E SHALL W AS MIXTIONED IN A.1) AND IN A,2)� (0) THIS P.E.D. SHAUL WAR THE DATE AND DRIOWAL SM AND SMATURE Of THE PROFESSIONAL, ENGINEER OF RECORD OAT PREPARED IT. ALL ASHI C !Qlale # TAPODONANCHIMIft'sMAM)FACTURED By 1. T. W. SUILM, INC. WW 14 ;:��WNUF 14%�LABEL BE L=. ON A READILY VISIBLE LOCATION AT STORM Wrg�� 3 OF FLORIDA BUILDING COX ONE LABM Ij4" 0 CALK-W ANCWFM AS MAAWACRM BY DEWALT INC. (WN. 1'�IISDD pxj.) SHAILL BE PLACED FOR EVERY OPENING LWaING TO COMPLY WITH SECOON I 709MA? OF THE 1/4-0 9 314- SOUG-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECiALTY CO. FLORIDA BUILDING OWE (MIN. r-1800 P.J.) 014-10 PAKELWIE FIDJAUL ID AND PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSMX*WN SHALL ONLY BE USED TO =--=K= PRODUCTS ( IN 1HE "TE OF FLOWU4 Ile 0 OF 'r AS MANUFACTURED BY TRU-FAST CORPORATION 9.1) MINIMUM EMSOMMENT OF TAPCON AADIORS, ELOD PANELI&ATES no OF TAP-GIKP ANCHOR. FLORIDA BUILDING CODE (High Velocity Hunica KOCK UNIT SMALL BE 1 1/4% ---f NO. 41187 .1 IM01%) XIM W- 20 UDE GALVAWZED STEEL STORM PMEL 9.2) CAUK-4N & SOUD-SU ANCHORS SHALL BE EMBEDDED 7/e WTD THE CONVmUE BLOCK INTO UVCCO SHALL BE PERWITED 1/-V *-20 SCREWS USED SHALL BE 1 1/2- LOW N=;J'-'=V.GG EXAU. AND I- MINIMUM FOR WALLS WIN NO SIXICCO. IL -rTp—co IGLOW PROTECTIc UCM U M PROD C. WALL MQYMIING �W zt-i Eli I ki I 1011ZE 11 Atli ZAJ *i1jWTA;r3kT3[I�-14fflF Xi L am a TwUmm 0) \\A =HQ All EM MOUNTINQ W%,; COMM PDURED CONCRETE IN Im am 00 12 1/r - -.0 III RUILb tw OMM ALTERNATE Ili QUIT MQUN71Wx 15%,A ED. - EDDIE D15DkNCE I (SEE SCHEDULE ON S HEM 8 & 9) DI-9 TOP & BOTTOM MOIJUTINGS 0 COMBINED IN AW WAY TO SUIT PANELS END UP 7� WMEW VIEW W& A ROUNDED CORNER III ENDS OF PANEVS END LIP W/ HE]INED EDGE. (N.T.S) 0 2'*X7*Xl ZC ALUMINUM ANGLE (�) "h" ffxn I L I ECO mc' PRODUCI EYALUATIM REPORT REPORTNO.- 20-0727.02 DATE: July27,20210 PRODUCT CATEGORY� Shutters PRODUCT SUIB-CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZE() STEEL STORM PANEL MANUFACTURER: Global Protection PMdu0&,= 4800 S.W. 51 Street Daviai Florida 33,31-4 1� PURPOSE OF EVALUATIQN: This isa Product Evaluation Report issued byWaftrA. T11111t, Jr., P.E. (System ID # 1906) to the Olobal Protertion Products, LLC, Rule -Chapter No. 01,G24-3, Method I-D of the Florida Departirrient of Business and Professional Regulation. This proquet Is being Issued an Evaluation Report as described herein, and has been verified for complip nce in accordance with the 2020 Seventh Edition of the Florida Building Code, ond to verily that the product'Isfor the purpose Intended at least equivalent to that required bythe, Code, This Product Evaluation Report shall be�subjeict to review and revision In case of a Building -Code change that may affect its limitations and conditions 2. EVIDENCE SUSM17,17TED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.q.j: Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thm 18 of 18 prepared by Tilterlo, Inci; signed and seated by Walter A. Tillit, Jr�, P.E,; dated 0712712.020, This drawing is an inteR 140#11s Evaluation Report. 161 6355N-W, 36th Street, Suite 305, NawL Flotida331.66 - Phane:(305) 871- I V-1s. Sim 1114M TO OWLS 0 III sIr a& Simla-- L U. Elf I= (�) AME ANGUE Wn STUD i6 12 X4' .374* on- -71.- 1 1310- JOG` Fi r 50" 25' 11 tw. AAMW"S 0 12 1/2' .375" .671* "71- .or ZED* L J I W,00 *F*- JWK ANGLE .,:C -TRACK .Ow STEEL t T11j E�N,� No. 44167 STOE OF *a FLOPJOA BUILDNG CODE (fth V" WMM Or PANOL OHM namu IMM. 20 GAGE GALVANM STEEL STORM I 1875- WING NVT qO 0+4 0 Al Im If T, MNE C —0�1-e GLOBAL PROTECTION PRODUCT! AHNAV 4WjISI STROD AMUMTAW, USE WW NUR W/Our ft A!jLVIM* WMAAW 3W$4 MONOLITHIC W&GER W/ A000IONAL -0 Mae ""XN-Tsw W ")W�v -W*w S. comallut ANCROAS CUT= Z Namu" Met 11' WIDE . `AIRIES � W" ALUM. TUSE 09 1. P t WOOD PLUE SPACIM OONCREM ANCHDRS =41CHUOULE ON Ginn; a n"XQq 2) 01 ni 0 Im ID7W CASE 8 so" 3/15ml- W.k Ze j oftm 1. P r 01� - - - - - - UK-- MAI 1IwMmI'.0 4 I" NOW 0 \,<<D Ex� . EWE 01515ANICE I I (SEE SCHEDULE ON CASE F SHEVS 8 & 9) 3/1 NOTE EM C TOP & WITOM MouNnM CM BE COME914ED IN ANY WAY TO SUIT ANY CASE E CIL IRSTALLATON. SCALE .3/15--'W' 0= TIOMM W- F.01 No DRAW in, 20 ONE G&VANIXED STEEL am PANEL 44167 GLOBAL PROTECTION PRODUCTS, LLC jj�� SATE 4W S.W. 61 SMW — DW7- n- 3M14 Fft (MA)GIA-mv 20-176 WOO 5 or,28 2 Large rnisalle Impact load�lasts were performed under SSTD 12-99 standard as per section 1609.1.2,ofthe Florida,Bwilding Code. Uniform static foads as per Sedion 11709,13,3, per ASTM E�330. Test reports prepared byAmeriQanTeStlng Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mohner, P.E- Boriz Moroz, P.E-and Henry Hattem, P.E ' and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadipp per ProtocolsTAS 201 & 20 as par section 1609,1.2 ofthe Florida Building Code. Test Report prepared by American Testing Ub of South Florida, Report No. 1123.01 -1 O� daded Nevernber.23, 2010, signed and satIled by Juilo E. Gonzalez, P.E. Tensile test report No. GCM-19$ by QQ Metallurgical, Inc., dated March 13.2009, signed and sealed by Frank Grate, P.E, As per ASTM E�8, and Tensile Test as per 00 Metallurgical Report No, I OKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jaciolario, P.E, as per ASTM E-8. 2.3. 3MCTURAL 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 emetion 1604 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12118110 and 08127113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E, X ML661LE IMPACT RESISTAN-C-F- Large missile Impact under section 1130.1.2 of the Florida Building -Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND W�S'RESI[STANCE: 24 Gage (�Atvanlzed Steel Storm Panal has heen verified to sustain wind pressures. Maximum panel length shall be as indicated on shsets�3,9, 10, 11, 12 and V of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-176, Maximum Anchor Spacing shall be. as indicated on sheets 5,,9, 10, 11, 18 thru 16 and 18.,of 18, of Product Evaluation Do'Ournerit (P.E.D.), drawing No. 20-17k. 24 Gage Galvanized Steel Storm Panel has boon verified for code compliance to, work as a non-porous,storm shutter assembly, as par SSTO 12-99 Standard. � V&TL0XRXZQRTNA-M-92" '3 5, INSTALLATION: 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, IS, 13, 14, 16, iS and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. -UMATE-911 L CHARACTERI"CS AND SPECIFICATIQNS: Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18,-of Product Evaluation Document (P,E.D,), drawIng No. 20-176. Anchor Specifications shall be as indicated on sheet I of 181 of Product Evaluation Document (P,E�D.), drawing No. 20-175. 7- LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and seated by Walter A. T11111, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Florida Building Code, 7.a. Product shall only be Installed into poured concrete, concrete block, and wood frame stnicturag. Product Evaluation Report prepared by Walter A. THIlt, Jr., P.E. (Florlda License No, 44167), President of Tifteco, Inc. (Florida CA-0006719). 1/4, 2/4, 3/4, 4/4, 6/5, 7/5, -0IW/10. 2W/10, 3W/10, 4W/10. 10, 5W/10. SW/11 & 7W/111 -21' MAX -. FOR CONCRETE SEE SCHEDULE ON SHEETS a & 9 3' LOX —AWHDRS Mft MR WOOD SEE SECTIONS ON SHEETS 10 1- MIN. D. M., 4 BOLTED PANELS W/ 1 6-200 11;1� 3/32 (SEE TL1111/0AL DO (SEE StcnOits As APPLrAmo MAX WX MR. MIN. �11/W4jj 2/4. 3/4, 4/4, 5/5, 7/5, 1: 0. 2W/10. 3W/10. 4W/10, 6/5 5W1IO. 01111 & 7W/11 ANCHORS FOR COW -RUE =ErJ6ON $In& 9 FOR WOW SEE EUS 11 REQUAR SIORM PANEU d) A Q ELEVATION N.T.S, 2.67* Ile GAP (MIN MW 1 Wou: WLLM 114� VAX. GAP EN FLORIDA BUILDING IDODE (Nigh Woolly Nu can* Zone)] W11210 vp� 44167 20 RACE QLVANIZED STEEL STORM PMEL MAIN, On 5ECT110 A -DIAL PROTECTION PRODUCM I.I.C. kt& am URI 20-176 -MV.- ....... RMSTM121 OWAOC ft k� PM MW a or 26 INSIAUAIION QETAILS FOR REGULAR EANELSCj) IM EXISTING PgUREQ QONCRE-TE OR Q0bj!ZRETE BLOCK STRUCTURES �__-ANCHDRS, FOR . SEE ..L1 ON SH. a CONCRUE FOR WOW SIM SECTIONS ON SHMM 12 CONCRUE BLOCK 2.6r REQUIRED AMIRED REQUIRED 0~ -1 *OE wuvo 11 W.. CONCRETE ANCIM CONCRUE ANCHORS r --- r8M SCINWULE ON r---T= WHIMULE ON CjJ j ------- C 56X OF V MtX SOLTII A. 70� 19 R SOX 0070-1 OF"V 1" OF V; — MM W., VAX OF V W- 1711, --ANCHORS: FOR SEE SCHEDULE ON SHEET FOR SEE SECI)ONS 014 SHM 12 EL 1 I REGULM STOAM W3"& rLMMN S" a 12 1/4- MAX W 1/4" 20XV (MIN. &ARLAP -1 MW -LEY) M.. �LW4, 4 S,& BOLT WING NUT 2 1)� cmmm McHm IT, 'GCAW I =Sam= ON it4 1 L-wmmm Awcm sm COINCIDE ANCHORS I/r t S A., ON LO W/ SPJD (SSE Scim" ON M r SECTION A- *W 9) CONCRVE OR L-ANNUDONLCRETE OR �= BLOCK L-Mr.— OR DO, RECIARM SCALE 3/32-- TAO"M LL idOuNnNa DIRECT AND %LL .09MNQ INSTALLA ItLy FLORIDA BUILDING CODE jlfgh Velocifty H Cons Zanp) cam n=. Rx- rp NOTE FOR COMMIMM No, 44167 20 GM G4VANW STEEL STORM PARM DRAWN ft (SEE SCHEDULE ON CAN BE 07/w2w Top & BOTTOM GLOBAL PROTECTION PRODUCTS, LUC. SHEET 9) COMBINED IN ANY WAY TO SUIT ANY 51 MW XE 0 ED. EDGE DISTANCE INSTALLATION. WW— —Y =14 MOUWINCS 'I� ;P,4- ...... mom FAIL M*086-Via 20-176 % a= -Z� 1 .2", -z-- -j or U U) —00 > 0 C D = CL CL 0 0 16- co -0 r, U) CD C) Q 0 -0 0 = L- 0- C 0 Co C 0 0 U- "- 0 co > cc n. E 0. c, U— 0 0- 1E 1 - c/) Z Z W Mj Ti ---/ -2 cz Lai C* Co W- C1. C= M C-4 2 W GO r 0 CJ CD CU M C= E CD Cn L. (3) CD feema 0 c- 0 0- L) a) U) M LU Z Z n SHEET NO. SH 1.0. an MM r,tA4 mane:t) i� :►1 iii. ..i ►. ► ►_ i► ii 0�41 N'WI mM F WNN6BHD MULLION SCNEOUL.E ❑= Yoe. YULLLON 1WAN (F!) RBDINRW W.. TUBE MULLION - 2' . r. 1 j8' > 4'.-S' To sr-S' 2' x e . 1/19' 1, Y-6' m r-16".. yry pEg� aUp `+N46.f`a-'t2.IF 'a�f, INIESSURE RATdIc pm $ ION 1 9rALE sje.,,• NOTE: MULUOtt CAN ALSO BE 6 SIALIED W/O STORY PA W ON TOP OR SCTM SO THAT SITE PANEL OPENING Mf TL � TOP ! B�O,TO�AQ 90TLOY OF aPET6t�.. INSTALLATION - ALTF ub= 1w SCALE Ile + I' WALL MOUKnNG INSTALLATION - ALTEAINIM 2w "SCALE' 1/4" - 1" 1. INSTALLATIONS ARE ONLY VALID FOR: BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55.5. -72.0 p.s,f. AND PANEL'S LENGTH UP TO 2. FOR .NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP 4 BOTTOM MOUNTINGS CAN BE COMBINED IN ..ANY WAY TO SUIT :ANY INSTALLATION. ,A...i�_ SCALE 1/#'..f` MI - ALTERHATIYE 3w ScAm ,/4• - 1` dmN1 e«° d IE"Dni.S60 PxA. -12D P4A L__ . SAY, • N¢ 1I4MYA L SPLIT STORM P ,iEL. ELEYATIOH SOY.£ 7 a"-1" �,( Q r FLOOR ii0t4jiNO WALL & n= MOUNTRIO N - ALTERNATIVEAW INSTALIATRIM - ALTERNATIVE SW (SECTION AT TOP IS UMITW TO +55.5-67.0 MAX. SLIDE: 1/4' - I• A,S.D. DESIGN PRESSURE. RATING) SCALE 1/4" - 1" 7 >�r•U2' � 1 ' zl.e-hem aes Nw, tue6 U4 M`ylfmYsio4m4• au N1D.0Yeu0 060t FLOESR MOUNTING I I�T�i I - Nam AAW SCAM 1/4' - 1' oil i WALL MOUNTING INSTALLATION wALL AND FLOOR MOLTING INSTAllATiON - SieYd7N I SCALD 3/8' - I' - SECTION 2 SCALE. 3/5' - 1 NMITFC_ ml I_i.. CACRTv CSnRY PANEL 4YSIEY IN6'TAItAl" . R. UFE SAFETY STORM PANEL CAN BE Lowe AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERN PANEL (AHf PAOAT. IOCAT1Od IN ®EiMIEEN ERD PAN€Ts}. LIFE SAFETY PANELS MAY M2 MAY NOT BE *WALLED ADAACW TO REGULAR PANELS (W/ OR W/O REOtAAR TRAC"J 2. UFE SAFETY S7QR PANEL CONSISTS OF 0.039` GALVANIZED STEEL STORM PANEL AS PER COMPONENT. SHM 2 OF DRAWING. THIS PANEL 1T W TO BE REMOVED OR INSTALLEDFROM THE INSIDE OF STRUCTURE. J. SE SAFELY "AN®�Il,,AS PER SHEET 2TRAC TO OF TINTS K COMx. ENT ®A BOTTOM TRACK 70 y�,011 COMPONENT T WY BE INSTALED WML OR R IDOR MOUNTED FOLLOWING SECTIONS 1 A 2 ON TWS SLEET, AS WELL AS DETAILS I a: 2- ON SHEER 14. �.t� t�t;:1 4. k9m LEWIN FOR COMPONENT 6 1$'. FONEETT MO.. ANCHOR SPACING FOR C+ OANCHORAGE AT BOTTOM IS GWN ON s , SHEDN)LES g 2, SHEET 14. CCGMPOUNOW rMAY BE PERMANENT ON REAWVABF.E.. , 5, SEE DECALS FOR INSTALLATION INTO WOOD FRAME WADINGS ON SHEET $5. 4yRLOF� B. SEE SHEET ♦ FOR DETAIL APPUCOSLE TO THE NECESSITY FOR THE INSTALLATION OF SPACERS AT TFWICS INSTALLED 9NAGEW AND BEYOND. TO STUCCO/WODO BANDS. AAA 1M Ak 2/4 2A✓A -3/F+4 OR V4 � L-100. Z & �W/15 L IAA. 2 do 1w/i5 1 ACIEREAIE tA(:ATWN L AREA W/NO LIFE SAFETY PANELS -1 off LIFE sAETY f u,Fl. I LOCATION m' LADE (SEE NOTE IW 011) I--6 - La. PE6tRAR PANEL4 W/-oR W/0 REGUI/R TRAE3i5 SAFETY PNHi. -J (SEE NOTE , BELOW) • LAST RVNEL h7 To of NaTA.LEo AS THEE SAFETY PNSNL OM OPTION &I FOR LIEE WET S1NMN. N.2AYS BE F410YID® W/ REAR WANpk lO FAO35TATE MSTMIA r WfENOEO ELEVATION TO6E M OR RNMOPED FROM INS10E SOME 3/32--1• 1 B mTFflOR PANOLa. B tEMY3E LOOL1gH! N0i t ) amgTE 1i $EGTlON 8-B SCAM 3f32'-1` MAXIMUM A�S.._DESIGN PIES URE WING CRC) AND SO&W. NOING nYLO emy rna in sammiiminut As om swank i watu in.-nN CNFEIR A A A'61 pMVWdM A.SR Yew. ILNDN (SEE 10.i1S ' "'- V ipm +35A -72A 'r-e ON LeSs 2 I/4' LNIODUCO 1 TlNHI S i.7 48SA -72A ar 6' TO r-8" U... 2 3/4' U 00013 D , THHBI 5 * 7 +SSA, -72.0. A'-6' TO 11"-2' MIN 2 I!2' ' -PANE- 6 +43A.LO . -D 12'-4' OR 1E55 3 4/2` • AT OMMOIN S. 9 A 10. •.S$TED W/ t/4Y-.2d,t' SS Ms . W BNN tS OTNM A WVLEM M OF PAWL may FOR PANELS{T)* 0 mTmAA7101T6 AT..PER smTONS 1 TIC) 7. ON SHEETS 4 4t 6) MAX" AS.6. DESBM PRISSim RkTWO.(p4:E) ummO N AHOOR6 sycm FOR ED. - 3: 1/Y - AUY TON OF THEM MFXMAf PANi3 L£NOM '1,.` (R:) WCON - OF TAP -GPM - - CvX w FAKWMM FVMLV 6' PANIVAME PLUS - m COR,'W[fE 1" Toommam1mw TO O1NO1 u Ommm TO 0O1rvm ONOWE To movIE om4mm - Ir N/A N/A M/A a, N/A d' NA a' 1 (TOP) Y S X/A N/A d' N d" 6' 6• C 1 (NOITOM) !" N/A N/A WA 6' WA 6' */A 6• N/A 2. GOP). 6' N/A. WA N/A E" N/A N/A a" N/A 2 (8O170E0 436A. -72.0 Ir WA WA N/A r µ/A a' WA: ,Y I W. 3 A 4 (TOP) 7'-S' OR LESS DR iF53 6, 6. WA. N/A 6" 6' 9' a 6' 6' 3 mm-R O Y WA N/A N/A r N/A N N/A 6' N/A. 7 OOP) WA N/A N 8' 6" N r 4" 4 A 7 (NTTON). WA N/A t2 1/2' d 1/4' 12 1,W 6 1/4' 6 1/4• 6 Tj4' 6 1/4' 6 1/4` S .: SEE SHEETS is & 11 FOR ANCHORS TAPE A SIX= MR INSTAUAT><iN3 INTO WOOD NWE mltoNo. New" Ito" FACMNS NID MINNUM }'DOE OFAI E ARE MbrAlffi ON 1TF8 EEIIENLNLE t1Di-ELL LESS MW NRRATED ON eO1kD1A;E:/lTDIBE ANmIOR poem wt O4.LDPLYSiO SPASMS DIM ON MD O'ULE or ETHYL TFOR IIHe 11@w'PGI MOON, FF➢ TYb'AE A 6 :F ANMM 11WE 1/4a 1/4'. t/41 1/4% 1/4'. 1/4"t arm of TN-SV CNM1W 7NO-SET W. AN WA VAAOR55 90 Ra14.J 9w.Y f.#44I ] S 3'/2 3..1/2- 4 3.1/1 00 WL SY m RgMM e m 3 in: n' - ;Eo an .r iso 'Ac tAD J1.. 51 140 lm 1m 01RE go �MN ni SCALE 3/8-1• ! 1. INSTALLATIONS ARE ONLY VAUO FOR BUILDINGS WITH A.S.O. OEM LOADS UP TO +55,8, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8'. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY' OF 0.55 OR EQUAL TOP A BOTTOM MOUNTINGS CAN :BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. c1 . :1 P.11.,, :aa•, 4JII i EXISTING e Nil MUCIURES 4A.,f ED 011 41 I ; f1/11 _- ... VOW u�l I(u Al ED f 9H Lj PM WANIM ritum ly' 11/ALTERNATNE EA E !! ! L t�MONS ANCHOR 4. s ah rs) STvvm UDS 0 E (Tot I HIND PAIN a/8' E/b,. (CASE 1) S. W. (CAFE p 1-1 /'S ALTERNATE -_\ 1' 1 'J C^/OR 8 sNyaDDaE .. I--3'-"' 2 FOR j2 FOR 3' VAC1�MG SPACM 1 3' MOD. DETAIL, 2 : FLOOR SING INSTALL AI19H (APPUCA9LE TO MHENLE 2) SCALE 31W - i' MAXiMUM A.S.D. DESIGN PRESSURE RaNG(g.A.f.) AND CORRESPONDING MOM PANEL LFSzL "L* SOE ?ULE VAVA NASA. PRE5mISE1 1A OMI or EW-NW' OYN-m PmAmE om FmWE 0 PNrLMATE PLUS { TO A SNAI %I OF THEM W101LW WNFI lLN6N1 `L' VQ tD To WelDtxt N3NNIW.RETE TO O T S 8" N/A N/A N/A r N/A S' N/A S- N/A I A 2 SSA. -72.0 - 9' 7' 9' 9' 9' 9' r 9` 9' B` 1 (BOTTOM) V_O" OR 1ESS. +55.0 -72.0 6' N/A N/A N/A 6" N/A 6' N/A 6" N/A 1 A2 (TOP) R" 5' 9' 8' V 7 1/2' 6' 9' 9` p' 1 (BOTTOM) +55.0 -724 6' N/A N/A N/A 6" N/A S' N/A 6" N/A I " 2 jTOP} 7"-a" TO E'-6" B' 4" 9' 6" D- 8" Ir 6" 6` 8' 1 (60TCOM} M4> NASA PRESSURE At I p,UO ° dA' Mp N0U 1M OF AMIUQ ONE 4 ON O A r W. ROM W OF A NUD AP11w o � �T14 MAMMUL� PA1 L040TH Y' (fL T - - +49.2 -514 3' 3' 4 1/2- 4 1 2` 2 (BOTTOM) 7'-8" OR LESS +52.8 -88.0. 3' 3' 4" 4'.. 2 (BOTTOM) 7'-8' OR LESS. +55.0 -72.0 2 1/2• 2 1/2• 4' 3 1/2- 2 (BOTTOM) Y-6- OR LESS +55.0 -72:0. 2 1/2" € 2 1/2' N/A N/A 2 (BLfI`TONf) 7'-6" TO V-0' +68,0 -72.o.I /A { N/A j 3- 3' 2 (80TT 1M7 Y-6. TO .6'-e NMAANM A4A OEYNt ;1jB°Y6 Mn. 1MiW LOY,M -HAlYXmm am - tDImeDOR +s1A. -T26 r-a' x3/4' 1xmN15O SEE Sim 16 FOR "WAS TYPE A BPACINO FOR NOCNE.AT" INTO WOOD FRAME 9UIUM NPAART ANCHOR SPACOM Me, MNINUM EOQE OWYANDC ANE 1001G3EO.ON 'rN3 SRRBUL L FOR EA. t 1f4W mNOATE9 QR SINE REDUCE AID �ADNO M 14R3WL,SA mTACNq >NfOWlN GN 6NIEOtILESY TEAL F013O1N1TC FACTOR4. F11R 1NeIS OPERAt10N TTT tffi POSmmF. "Co WE" U9mO a ANC MULL NOT SE EELS IHNN AWOAM m51ONB ANCHOR fNDIGOEO FOR FAINT ANOHgR LATE ILT Af610R4 L6GBb: EACH AMD= "M 1/4'P //4+ i/49 1/4•S t/4i vim A TAP-6NR CAx-m NIA #00 sme 9R) 3 3:' 3 3 x 1/2 4p6gmNR.4f Be,) 3 3 3 3 3 ILL Wqk Qaj- 3 3 3 1/2 3 1/9 4 Aa1l IFS "Kamm FACM IVALM ONLY FOR AS PER SECTIONS 1 TAW TO. ON SHEETS 4. 5 A i) MAIMAAM MAIN"/ ABlII)p3 umcm FOR Lax - 3 1/Y - ASA DESIGN _ TAPWN CF TAP -GRIP CMJK-N PA•BldY7E FEIYLE M pmwAgE PLUS 961N w APPUMABLE TO SECTIONS i k W1dWM PANEL TEESSURE 10 OO _wm 70 CONCRETE BLOCK TO CONCRETE To DOG= BLOCK TO ONBRLTE TO CONORVIE BOW TO Om1ORETE TO CINCAE,E BLOCK TO CONCRETE TO CONCRETE. TL:m TO CDNCWE To CONCRETE BLACK ANY COMBINATION Or TfOA town"I 'L' (it.) a• N/A - N/A N/A 6" N/A 6" N/A r N/A NIA N/A 1 (TOP) 6. 4' N/A N/A 6' s' 6' 6" r;• 6" N/A N/A 1 (BOTTOM) 6' N/A N/A N/A a N/A 6' N/A r N/A N/A N/A 2 (TOP) 6'... N/A N/A N/A B' N/A 5' NIA S' N/A N/A N/A 2 (BOTTOM) S&% -12.0 6" N/A N/A N/A 6' N/A 6' N/A 6' NIA N/A N/A 3 dt 4 (TOP) >r-S' TO 8'-8' OR LESS b" 4' N/A N/A -. 6' ..8` /" 6` w N/A N/A 3 (80170m) fr N/A N/A N/A 6• N/A - 6` N/A 6' N/A N/A N/A 7 (TOP) 5' 4' N/A N/A. 6' 6" 6' 6, 6' 8' N/A N/A 4 & 7 (BOTTOM). NjA N/A 12 1/2" 6 1/4' 12 1/2' 6 1/4' 6 1/4" 6 1/4' 6 1/4" 6 1/4' N/A N/A 5 (TOP/BOTT'OM) 60.0, -W.3 N/A N/A 12 1/2' 6 1/4' 12 1/2' 6 -1/4" 6 1/4" 6 1/4" 6 1/4' 6 1/'V N/A N/A a (TOP/BOTTOM) '-B- TO 11'-2" 55A. -72.0 N/A N/A 6 1/4' N/A 6 1/4" N/A 6 1/4" 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (TOP/8017010) - '-a* TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 Ile 6 1/4' 6 1/4' 6 1/4' a, 9, 10 (FOP) A, -4&0 a 4" N/A N/A N/A N/A N/A I N/A 6" 6" a 1/4' 6 Ile 8 (BOTfOA(} 12'-4" OR 1E65 8' 4' N/A - N/A N/A N/A N/A N/A 6" 8' 6 1/4' 8 1/4` 9 (BOTTOM) OR LEM N/A N/A N/A N/A N/A I N/A N/A N/A 8 1/4' 8 1/4' 6 1/4" 6 1/4" 10 (BOTTOM) SEE SHEE16 10, t1 Alb 12 MR ANCHORS TYPE A SPACING FOR MFTALATIOMS INTO WOOD FRAM: BULDWO, MINIMUM ANCHOR SPACINGS AND MINIMUM ERM OWANCE ARE INDICATED ON THIS Sf HODUIL . FOR ED. LESS THAN WOIWIEV ON SCHIMAE. REDUCE ANCHOR VACSNO BY MIA.13 n% SPACM SHOWN ON SCHEDULE 8F THE FOLLAWHIO FACTORS: FOR THIS OPERATRR7 TO W POSSIBLE, REDUCED SRACFNI OBTAINED USNO FACTOR SHNL. NOT BE LEGS'MAT 0NMIM SPAONO INOCATEO FOR EACH ANCHOR TYPE AT ARGNORS 1.EOENO,. 1/4"r 1/4-e 1/V. 1/00 1/i4 Ile. AWCM T111r YA'IM DNi Or TM-0RP 0 CNX-4W SAID-W W. MOM SPAON* ON 3 3 3 3 2 11% 3 4f.eROslAe.4 Da a. 3 3 ] ] 3 3 1/2 T&0.aRy popsy a..3 . 1 3 1 3 1/9 1 3 1/2 4 3 1/2 WIN. EC. iw nWRRpO F A•0 T 0 R 1 1jr- _ - - 2 , - - - Sd 01 - ] tm - ,m I Im INUALLATiON DETAILS FOR REGULAR. BAN 1LS CD & CD INTO EXISTING WQQD STRUCTURES Ih70 PAFBlAMRE PLUS �lhi4 PAHELWTE P11A5 1,-74 AANETANIE PLUS 6 i/,` O.C. W/ 1 711W 3 6 1/4• o.C, w/ i 7/8' - (� a 1j4 O.C. w! 1 7/E' 1FIREAOEO P10hlRAlmN 70 f TH PEHEITTATION 1O RC(R7 t 7 tF2tEA0Ei}NEIRATION TO ,.`�. mow WOOD N EAM Y - OG5TIN6 11OW HEADER m � I EAVING WOW W.-M nvN sno ° f I aeN mo . a 6 1/o,V sw . f WOW HEADER I p 2N. € s T/<' at. f WOW HEADER 2• N 4•or, 1/4' O.C. NEOLAHE9 I j I � r 1 ?i# SCHEDULE ON ` m5 a m SCHEDULE pl ' SEE SCHEDULE as as o0R � FOR SEPAPArAN T0.01/6L ' ',u ON, , W. summan"ON FOR m CLASS.. Mar. PAN LENGTH _._ _... .-.. Mo.PANEL'LENGTH --- j -` Nmr. PANEL LENG01 T/.'k-2NlP s f (SEE NOTE 1) 1N 1• K t tE 1) 1/4'b-2a6t` s- 1 (SEE NOTE 1) 004iiT16m-W/ ii� vrr"'ww � I W�EwWo.N m�,1P ��! f eTt �aP NUTI -- j I ' E 5011 ' j G or V } OF •L` OF V 1 4 i 1MX N , No . , EYON 9Rg P j � • !3 1/2` 0L + � i � 1 �0�.� J 11410 FAG SCRLws 6 T /.•� 1, .j.�Jj `' r O.C. w/t 1/2` 2W *00 P1 I?E 1_.N..,, � ' i1 14-10 PAIELAMIE PGU.S E��4k �b �'� � � '�'�q! 2-w4" WDW t ! }, + ! MM. THREADED PONE"VIKIN AT REOUBDO j a 1/4" D6. W/ / 7/Y aUNted i 1 CANT W'� s ; i f1 NOWOM OF PLATE 1W WON Of PLATE m '` �I S t 0.c.LAOSTAGGE'REO 0/ DIRECT Mot- 1 1/Tu71RGi1 AT MbYADM OF' PULE SCALE 3/8.1' SCALE 3/8-1- SOAtE 3/a-1- Lt =. 1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W A. IOW ONLY VALID FOR NiQT1MNtaFAhA Wj WINOS WITH A.S.R. DESIGN LOADS UP TO +43A -48.0 P.S.I. AND PANEL'S LENGTH UP' TO 12'-"4• W - 2. FAR NEW Y1C)OD FRAME CONSTRUCTION: WOOD MEMBERS TO BE. SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL = �P. �C �Qa FLORIDA BUIUMNO COBS (High VAIocT Hurrtcone Zone NOTE FOR COMBRIQW OF SE09N5: _ IdO. 41 1 * Y- eaa2o FETE» as 20 DACE GALVANIZED STEEL STORM PANE aAAix ar: TOP 4L BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY .e.. AL PROTECTKMI PRODUCTS LLC. %� ys�9'. ` TL E . F M1E R#iALLATIDN. y p ' !'j, fl1U 4sdD Lw: 6i STRAbr A a COWAN!, 1 i1a14 "'i rNr. FNA 1L. 4Y, MA k ss,AmHW: (564)mN-TS#, FAh-f1€agea9-at67 20wm M Arfiyssl NN �_`�tE ru-. TeeuDD""-DOOMS 16N. Am- ME. . -!--I s ear weer ws. ORI,mw HP A dr.:P.E mRi 1x a 46 9 INSTALLATION '/,V LA6 ScrEYIS ° 6 Dc ./ DETAILS FOR OPTION i 4 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 11/2 M1.. 1TN4ApEII PENE1w3AN ro Ew6Tmc woW RENDER I �, I DR I viNs"ir: �r SAID 6 12 1 oe 2 ERNATIVE 1 ALTERNATIVE ` I 1/4"00" MACHINE 1 OW� t O:C. I I � I r EC cc A I { I EO {, Olt ED.. I � PULE AE9N11PFD I f L el { \.^, 8 ALTERNATIVE 3 ALTERNATIVE 4 LAD SINYWS m C O.W/ , 11r C.1.D.eaf$' 11/4'4 1ji sumim /4Y 20.j &L M.S. ° e• De. 0R ALTE R�OYE WOOD A ANCHOR LOCATIONS lhwrlANTe FEwLE to oR. ERAME 90DRION2 MMa11A� amE1�OYN M w wm 1. T y. E i+ 9R NOTE ;.SFMRW t'RN;16 NOT SHOMw FOR CU60'Y " WALL MOUNTING INSTALLATION ALTERNATVE 1 W A1)fE'i 1. MSTALUTMA ARE ONLY YNMb FOR BLALOk105 FAIR AS.O. DESIGN L0AO5 UP TO +NS, -72o ELT Atb PMEI.'S LENGD! I TO a' -a'. 1 IN PPW FAN.. 2 W/ SSPONIC M WOOD FRAME CONSTRUCCMOM OR WOOD MMM To E4 SOURRAN N c13 i to N c jj O a '-c- .f. , U N Q cc O .� U cn `C3 O -0Q O LL O .� L.-CL Q� L A� C%4 t!? y -o ? W o .c o v a r- o 4c C3 N !7 m >wC {,1- N C d ,a o r N Q .BOLL O J N � 3= d q) E a 3 cc R3 �- 1s, Ny s1 L CD C 7 Q-' 2 �^ C E Ta L) a. u q17. W O L_ U A0 C/) m m W Q z z Q SHEET NO. SH 1.1 SECTION A -A SCALE 3/1V-1- 1,51117TIMMM MIMT114-1110 MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.e.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 B`-8. 2 3/4' UNBOLTED Zow _ SCALE 3 .I. 1. NSTAUATOW ARE ONLY WAD FOR BIALOIRO7 WITH A.S.D. DES" WADS UP 70 +55.6. -72D .PSI ANTE PANELY LENGTH UPIQ W-87. 2. FOR We WOOD FRNiE COMITRCIIOk WOOD MEMBERS 10 BE SOUR#RN PINE -MD. 2. W/ SPECM DENSITY OF 0.55 OR MAIL. [01#1 z 14.a #A A BBI BBB ei 0A1 `e► 14 PAfI3.'S END lY+ W/ memium EDGE. ISOMETRIC VIEW DETAIL A ROUNDED CORNER a ENDS OF PANEL'S END LA' W/ HEMMED EDGE (N.TS) �7 3!x3" ex ) ALUM. ANGLE lMR 11, LONG ! 003-T5 Mum; ALLOY C e" O.C. FOADVID rI"WOOD PANEL LENGTH! (SEE NOTE i BELOW) ALS, W/ NUT CODE O RMRSED "6" TRACK O3 REVERSED "U" TRACK .8{3' �2s' � � f23• 2.ON90' �'Ta. � 2000' i I �.. .12V (a) 2!.xr(9ox) ALUM, ANC 1 1 # MR ER 6061-TES Munt. ALLOY INSTALLATION DETAILS FOR OPTIQN #2 FOR E.IEE SAFEN STORM PANEL SYSTEM INTO EXISTJNG POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,1/4' TACON ANCIHDR6 7J4" tAPCG! AMCH RS iJa• tAPCON ANCII(>RS I 44 TAPCON ANCHORS J �OR CONCRETEj1 (6 ! COOR NCRET&. PaiEO C'0 j POURFFI E BLOCK REWIRED S 1 BLOCK SEWJ REa % ,i BLOCK REOIXAm 1/4. I/'v I i �JA EFI4 i j(E� u. 7aww7AN 1e __ j ,A. soma" m 11,.,w. aNhwo[r m i ! j- ,N i tl r owp'Cd' tw ' i I A.a 119 i I I LIT i 1 4 E A y q E! f �_ -�•°-•� -- -----3 f/2• , 1 4Y-20e3 4'SS. NS W/ 61/2' - f 4'Y-2aui3(4'SS. U.S, W/ •. } 0 8'0.3/3.y AM NIT WASHER (s�ryp)� wNG NUT WASHER ER [ a 12 1/2 D.C. j .. 7 b'r ■ 3132' WNO wit � ) B'i ■ 3132` WAS; 12 - E WASH0 12 1/2" O.C. WAHER (BEYAtID) k[ § ' , 1 #' TAPCON ANCHORS ,� 1/4" TAPM ANCHORS 9 t,.�. T� OH AlIc C. 1 1 4' 16 - ( 4sC ' W/ SM) ISTAGOERED J Srua) P a 4 1/2- oc. IDUREDGONC%TE RED. CONCRETE � .EaURED-CONCRETE L.-._.£OW a S;ONCRETE OR .40 BLOCK ATE :BLOCK on BLACK gLppc l MOUNTING JUIRED INSTAL1ATION - LINED MOUNTHBG 1N�Ipwr WALL MDUN.'iiNG ffiffALUATION as A Kam rL O•,I IFE_'S PANEL A t PANEL j}u �SAfEiY PANEL SCALE 3/e"-I. SCALE 316"-,` SR%E 3/8-1" SCALESEE MEET 1 20 sj$"+1• omm "A M%tAt ,71'O 7 WOOD r ANCHOR I" wItiN Aim!a 4MtlN6 (W 3 yL1i4111TfiiNNie 1Mn11W AMMeNa ova" AND IWaAI, '�� ��� TILtjT N6E DOW" ARE WHOM ON INS 'aaemrAAa sres.,A pal 3 `:' �TNEN$�C �'•� SCHMA MR CA LESS THAN IaICATEU ON curd MreaWew:ON _3 $ _ FLORIDA BUILDING CODE Nigh Wfoofty Hurricane Zone SNMLAE Itsma ANCHOR SPALwq BY NA1WLYINC 6PAGNa SHOW CN SCTHIN LLE ACRwROE . LA pRL01011 _ TE ND. 1 : * _ . Ne: 20 GALVANIZED STEEL STORE/ PALL ONwrnPi Br BY THE FOLLOWING FACTORS. MR THIS _ TO ,Ax °m�PwA°t�b�1wcgNOL FAc!DPONOM "�R`�Dsu4LrnT :, _ �:• TEO ? - �N wA"�� GLOBAL PROTECTION PRdWCiS, TLC. °'/7°/i°°O v, r A' u, >6 ra .c r" waNl iwufeaLs-11Ma am - 'RAN WWAJM SPACA" TWO rAP (04)60-EXIT 20-176 P?o em+aar. Pa Gam 1P!-"H . MIN N. ct-000Ttrek;'PL • �! - •• SMCaIACF SE_.. 1 I. 0WAUATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS. LIP TO +55.5. -72,5 PSF AND PAMWS LENGTH UP TO b'-B". 2, FOR NOW WOOD FRAME COHSLRUDfIN, WON MEMBERS TO BE -SOUTHERN PIGS NO. 2. W/ SPECIFIC DENSITY OF 0.S3 OR COAL _. . 3'%24 ra (U wm 2 MA" �y 1'/24 * 14`f24RH Q W/ CW WO 0' �.J..- --- -- fo (SEE WX 2 Saft 64 x 'L• (mil" 1,64113 11 ONtFJapR F401) (IRFAAIR PANEiT I : SEE NOEL 2. 4 BUM 40 A.,t. 1• "i` MOT[ 3 ALLA: m SEE- IIMB'M ON S1KEr ii DR wJ DR wI C .r LA i3Wfl. (� M BSTAtLEO AT iI OP+SaKT SHAII ALWAYS BE PAQNDEO W wWw"REAR fwIILE T13 FAOXRAffi IISTMJAMTICI - IT MTEHPoEO vi BE INSTALLED FROM rpvaE.3/s2' - Y NSaE OF SM CUM i/4' NPR W 114" Mec GAP t at +ow/CR"©.® 1fR!@xSi �TION A -A HD3:>5.. N ilaA1E 3J32" . f' (1}: 97E` SERIES 2DOM ECaPL TRtDK TOP tYA ND.BOTTSYSTEM , STING Of P94M + (2).,END ANELS SHHMLL ALWAYS BE CONNECTED TO BOTTOM TRACK OTNERAIRSE A STOP BUR ((Tj SNPALi. BE PROVIDED AT TOP OF SUCH PANELS. (3). P ENO PANELS ARE �tOC70 AiC ING TRACK. CONHGECTIOH SNLALL CONSIST OF 1/4'r-2Ax314` M.S. W 7 isr3 32 WINfi IIUT OR fJ4'ix3414. THUMBSCREW END TAPPER BOTTOM H OF FASTENERS Y BeAT ETHER OF TWO EXTERIOR FIAT FLANGES OF END PANS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO SIT CO TRMXR (R.o. A STOP BW S ONLY USED AT TOP AT LEAST 'BYO PANELS SHALL BE CININECT£D-i4 BOTTOM TRACK USN O SPECS INDICA ON TRITE (3) Ate. IN SUCH CASE, CONNECTION Of PANELS TO BOTTOM TRACK MAY :OCCUR A7 ANY PMRd LOCATION. $EE S£CTRON 11, 3' k. 4' ON SHEET 14, SEE ANCHOR SCHEDULE ON SWEET 25, 3- MN". 2'/24 t' ONCRITE ANCHORS sodau am SHEET HOTEL 3 mum 3- M.. I' W. -Boms r EAST PA14 Q TO BE M IN FOR 5RIC F TrrtTo e[ aaTru .- N MSIQE OF SRTICTtML .ACNE - I` i/4" Mac OAP 9/4' Hex. GAP-1 1 SECTM B-B .: SOME vw - 1' (1). DFPIMIMXW OF erTHPs 1t10D+ E - Z HANG, STORM PANEL. BYSTE IXMd9STHNG-OF PANEL + IL TRAM o i Wt/ TOP PANf WTm UA PLUS r84 15" LONG (2), END PM MS SHALL ALWAYS BE CO"� SILL WALL BY MEANS OF PANELMATtS L'Ii. IF 1NSiO Y W Is LONG TRk" AT EMIR PANELS SWVJ. BE CONFL M, Ta W1 If4 f-2W/4 W/ 7�2'' WNG HUT OR 1 4'i-2W3 ANn. iTfNtWA89f EW INTO TAPED CEPT AS t� O ow)• (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG Q AT &Oi' END PANELS ARE NCI CONNECTED TO >X1TiOM TRACK�2 . iL STOP am SFIALL. IE PROVIDED AT TOP OF SNCFG PA Ii& (4). FOR INMALLATIONS WHEN TOED PANELS AND SAME INTERIOR PANELS ARE DIREMY rIWWMAMOjjY CASED JOINTLY SoWEEl"ATMBCIAMID WTRAGR3TO WWALL. ECG£ DANCE. FOR THIS Rii€RTLNR PANEL. USED ,TIT Y W (DOES NSUCH TNA w"wo P mvIf GE a RRf" SIDDEE dKH`. 2�� HST' b k11� THEtR RETAINED Bf �: _,• LIE.. ..t<, _ _ E1•; .•3I ,I am: SKINT ,B # 20 MR ANCTTOAS TIME a AIIapR „ 1/49 114 Y, SPACM MR WSTA IATGON4 INTO WOOD 161 No" women 04 3 CAI$ OLIAM0. MNMW,ANCMM SPACRM AND M MMLM 8" D!STAMM ARE MIDWAM ON THIS •maaHWAw Oem.M W 3 3 804MU FOR EA. LESS nVN AWAIM ON SCHIn" AMDUCE ANCHOR SPACIW BY MILTIPLYMO SPACM DOME ON SOKME p7a rW can.!. WAN bU 3 3 t/s AML I& ONMOMBY'h, It BY THE FOLUMra FACTOR MR N J.- CPVA 7D BE POSSIBLE. ROXIM 1 1Ar 2 Ile ' SNCBK. OBTAIN® OSMD FACTOR WALL MOT BE LESS THAN MNMW SMCT110 IMAO EO FOR EACH ANCHOR TYPEOM THIS SCHIGXXF S, tat ,AD a i'mr, '.• a Ell r 346 m"', y aE +T:11F GENERAL. MOIL, VALID E-z NANO STORM PANEL SYSTEM 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOMAWNT (P.E.OJ HAS BEEN VERIFIED FOR CMUANCE IN B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID A PAdELMAYE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tb EDITION) OF THE FLORIN BUILDING COOE. BLACK %(ALL BE 1 1/4', DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABIDE )FEATHOED COPE, 8.2) MINIMUM EMBEDMENT OF t j4'0 X 7/6' CALK-W APCHaRS SHALL BE IS 7/B- INTO CONCRETE. FOR A Wll+Oa 5F'EEO AS R£QURED 8Y THE JURSDICINN WHERE THESE SHUTLER3 WILL BE INSTALLED AMD NO EMSEOMENRT INTO A)D' flNISH MAT£RW: SHAD. UAL PERMRTED. FOR A DTE(:TfONALtTY FACTOR NC-a.65. USING ASCE 7-10 AND SHALL NOT EXCEED'ENE MAXIMUM (AS♦D:) 1/4' i-20 55 SIDEWALK 901T5 USEDSFU4L BE :.ONO ENOUDN(SH(IULO MAY }INISN GMTERIAL EXIST) Tq OEM PRESSURE RATINGS INDICATED ON SHEETS 25 M 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONIXTIM ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SHALL BE- FIRS( REDUCED TO AS.O. DESIGN WIND, LOADS BY MULMPLYM TRW Sr O.tS IN ORDER TO 8.3) IN CAN TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE OWING wAU_ TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 h 25. ANCHORS SHAD, BE LONG ENOUGH TO REACH THE LWN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN 8,1) AND IN 8.2). M ORDFR TO VERIFY THAT COMPONENTS AND ANCHORS ON INS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33X iNCREiLSE IN ALLOWABLE STRESS FOR WHO LOADS WAS LIE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCAN BE INSTALLED FOLLOWING ALL OF THE RECOMMENOATIONS AGO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURM STORM PANELS ADEQUACY FOR IMPACT AMC FATIGUE RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER F ATION TESTING LABORATORY. INC.. REPORT } 2032. AS PROTOCOLS TAS-201, It. R SHALL aE THE RESPON518&ii1' OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-201 AND TAS 203. a TO BE ATl`ACNED YO IiBURE PROPER ANCHORAGE, THIS SHUTTER $HAL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEM FIRS BEEN DESIGNED TO 1GE PISTALLED ON THE OUTSIDE OF THE OPENNO ACCESSING THE OPENING FROM THE OR WOOD FRAME SULDHOS,. INSIDE Wj0 7tRE USE OF A LADDER OR LIFT. THIS .APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12. THE WSTAUATKTN CONTRACTOR TES TO SEAR./CAULK ALL SHUTTER COMPONENT £DGL'S WATOCH REMAIN IN CONTINUOUS FROM TH£ NNSIOE O' BNNCTURE FACT WITH THE BUILDING 10 PREVENT YtlMO/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS .ALL AROUND FULL 3. SERIES IWO I1S1'MLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG ST111 WINDOWS WHEN INSTALLATION 15 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13, STORM PANEL INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS OWING PLUS ANY BUILDING AND ZONING REGULATIONS PRWIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORRONTAL SUDERS STYLE WINDOWS WHEN INSTALLATION RWRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTIAI* IS PATENT POIMNO. 5, ALL ALUMINUM EXTRUSIONS TO BE 6063-TES ALLOY AND TEMPER. WMISS OTHERWESE NOTED) I& (a) THIS PRODUCT EVALUATION DOCVMENT (P.E.O,} PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRQA5 INFORMATION FOR. A SITE SPEGTC PROJECT. Le, WHERE THE SITE CONDITIONS DEVATE FROM THE :P.ED. S. ALL. ALUMINUM ..SKEET METAL USED AT DES SHALL HAVE. 3105-1114 AUDY. (b) CONTRACTOR TO BE RESPONSIBLE FOR INE SELECTION, PURCHASE AND NSTALIATWN INCLUDING LIE SAFETY OF 7. ALL STE€t.. SHEET METAL. PANELS SHALL HAVE STRUCTURAL QU41M STEEL, ASTM A-653 ORDEE SO MRI,. OALVAHIZED STEEL THIS F RMWT BASED 00 THIS P.EO. PROVIDED tE/SHE DOES HOT DEVIATE FROM THE CONCOIONS DETAILED ON DESIGNATION W/Fy-. 58.5 Iui (AFTER :ROLLED). THIS DOCUMENT. CONSTRUCT" SAFETY AT SITE IS THE CONTRACTOR'S a ALL SCREW TO BE STAINLESS STEEL M4 OR .115 NSI SERIES OR CORROSION RESISTANT COATED CARBOR :STEEL AS PER DIN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, 5004E W/ 51 ket YIELD STRENGTH AND 90 k8I TENSILE STRENGTH & POLL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, (d) SITE SPECIFIC PROJEL75 SHWL BE PREPARED 6f A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH 1WAl 9. BOLTS 70 BE ASTL A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 k.1 MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.O.R.) FOR THE; PROJECT AND WHO WILL IE RMPWSIBLE FOR THE PROPER USE OF THE P.EM ENGINEER OF ACTING AS A DELEGATED ENGINEER TO THE P.U. ENGINEER, SHALL: 10, ANCHORS TO )WALL $FALL BE AS FOLLOW$: SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWAIGS FOR REVIEW. (A) ID T'x_._.e, IrA_aRFn rwrxrc.. (r) THIS P.E O. SHALL BEAR THE DATE AND O RRIHUL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - tj4'i TAPCON ANCHORS AS MANUFACTURED BY LT.W, BURDEN, INC. (MIN: I'c-3192 P-LL) RECORD THAT PREPARED FT. CALK -.IN ANCHIOR% AS MANUFACTURED BY DEWALT INC, (MR. f'c-30a0 PA.;.) TESL STORM PANEL MANUFACTURERS LABF,1.. SHALL � LOCATED ON A READILY VGRkXE LOCATION AT {=TRAM PAN0. IN - 114-10 PANEEMATE FEMALE 10 @ PANELMAI'E PLUS ANCMOR5, AS MANUFACTURED LTY ELCO CONSiRUOTON PRODUCTS. ACCORDANCE WITH SECTION 1706.6.3 OF FLO RIOA BUILDING COOS. ONE LASM SMALL. BE PLACED FOR EVERY OPENING: (Ve-33% P.&O LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BRILiMHO CODE. AI) MINIMUM EMBEDMENT OF TAP= ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELMATIE FEMALE 10 t PANELMMTE PLUS. A2) MINIMUM EMBEDMENT OF T/4'4 X 7/8- CALK -IN ANCHORS SFAU, IE IS 7/8" INTO CONCRETE. NO EM KOMEENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4- a-20 SS SIOEWAUR SOLIS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EMI) TO ENGAGE 3/4' INTO ANCHORS MHIN A.3) IN CASE THAT PRECAST SYWNE'. PFECA57 CONCRETE PAAT:LS, fXR PAVERS BE FOUND ON THE EXISTING WALL OR d�'" FLOM, SHALL11-- �,(A' (�+�,•,' TO RFACH TH£ MWN STRUCTURE BEHIND SUC" PANELS, ANCHORAGE SHALLBE AS IN ) AND IN 2ENOUTAR (B) Ta EW rRMG ODNDI2fT1 B1GCK wW�L•*' No.44167 _ * - 1/4- a TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, NC. FLORIDA BUILDING CODE (Nigh VIIOG Hurricane Zone), - 1/4" ► X 718' CAUL -IN ANCHORS, AS MANUFACTORED BY DEWALT INC. (fm-1500 P.e.1.) moto TA10w, HC. Oc'•. F( 20 GAQE GALVANIZED STEEL STORY PAWL - 114-10 PMNELNATE FEMALE TO AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION R a PRODUCTS (fm-2071 p.e.L) L� r GLOBAL PROTECTION PRODUCTS, U.C, 1 L�E C�G�Nz. 4aiD S 51 w�T . A,1! Haw Roe. I,E4,`SI-7Iw =1 L4sRMeI-ewF 2D-1 V8 ienr lNpH !OI-mo,/ .FAT In-n.R P$ fAopIMWM/tATE'. COAL A,v. E Hi- -'.. a,m 21 of 25 SIX SCHEWM IN mh. 7EPNA110M mQLASL t� M Ml Ell4 V I 1km21#1:w_1i _ 4,L66 .3 IN 6 BBy6 .-.' Bi.. FOR mul SDVFAM MU AND MM WING INN, SECTM r Q SCALE s/es.Gt' ."N.UK um G. IK SPDOiou"' 9 -I NfII tOR L1) m Q or NIA . ¢ IF (� A IO,TIr. am LODE aR 3oI Ram"TIM nPE at SM3T 91L frlR} 110T1OIL �-n 3FL•Mlox� 0 W AM IVY Aw to. -CDC[ W.'"m tArYiTSC C aM ylEw x EBR®M: sorer s�� ,AGES aR SEA' sruE s/b=t srA[E 3J6-,' A!� O 0 U N N CL O T3 C .� m U -O 10 �- W .L O0 ^ TELL 0 O O cu O cu 4I-- 4 L Q O q - vJ l3f O L a o r_i C cc C"'2 'O N R"st Q ca ca :3 C Q ,L La7 c ,32 E _ ae o (� V -cc 3 i y G fJt -92 cc E 44 Q. u L C/) CD Lu Q z z Q SHEET NO. SH 1.2 MAX" A&D. "Emm"am ;-w MNM,N APM10 CLASS OWWOML .Mo. -75,3 W OR LESS 2 spir BOLTED V, 2!. X, I `W� +06.0. -75�3 WMILOSS 2-1/8. -17 Ar 4*W WNGNU`r AT OYIERLAF III AUX OF PANEL ENGTH RM:A _I, MAXIARAJ A.S.D. DESIGN MAXIMLIM ANCERM SX&ONG MR F, D. 3 Ilr *MCA" To sec"m f ANY COMBKMM OF THEM MAX" PANEL IAPOONS. oa-m RVARMATE FEMALE ID PANIMMITE PLUS a commm TO CCNCRM� 1 70 OONCRM� TO CONCRETE am mmm 70 wxwm To CO`CRm RUN __qgp K/A 12, NIA - 12, _jwm_ N/A 72-___ N/A v & v (TOP) 3,* 101 31 S' 41 tr 4' +66M, -75.3 12" 1. 12" 51 8. 6' a, v 70* OR LESS N/A MIA MIA NIA N/A N/A 12 t/21 it' 21 (BOTTOM) 71 N/A 8 1/2' N/A N/A 4 1/2' N/A 3' (TOP) 12, N/A Ir N/A 1/2' N/A 9 1/2- N/A Y (BOTTOM) 12' NIA N/A 12* N/A Ir j N/A, 4' (TOP) 12' 2 1/2- 12' it* Ir 4' (BOTTOM) III LW= TO 0&0 Pilil, A.S.D. DESIGN PF43M KNING. A SIDE SHOET 25 MR ANCHORS TYPE At SPOONS FOR INSTALLATIONS; MM WOOD; FRW BLILOW WOOM ANCHOR SMNQ5 AND iWOM DOW OSWCS ARE INDICATED ON THIS SCHROULL FOR ED. UISS THAN 1113"191) ON SONED" MUCE ANCHOR PAM By MIA3ftY" MM SHOW ON SCHEOULE BY THE FOULOWIND FACIORS, MR THIS OPERATION 10 K P"" REDUCIBI VACK WAINED USING FACFOR SMA NOT K LESS THAN MOUN SPACING INDICKRID FOR CAM ANCHOR TYPIE AT -Noon U01104). ANCHOR M /4� I~ FEMNLIE 10 I'LLIS M. Ammm rmm 00 3 3 3 2,12 smodow (1') Owmm%4 4 3 A 3 3 IIA II IA I AMA FA ow !!Vag t/e 92, I i + WAUM AIM DISTANCE BETWEEN BOTTOM OF PANEL I me 4) TO BE Ilr 1/2" Mm ++ mewiOu Mm MANDE BETWEEN lwrrw of PAMOL AND TO BE, 31W 3/16. mox, COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM CSCAUE 1/2-l) PANEL SMEM5 1L5,125' (TOTAL. WOM)- (VFECYK W1D"___ CL --$ 1/4, mp,)- .1ar -V4' as. am TINVIED 10 AME 0 6 1/4* .250 094' Wk TOO AW ED EDGE 04101ANMIED STM AMM A653 Typ. 24W �MAOL A GRADE aD MINIMUM G_SD Ckv. 44r -------------------- COD j- - STORM PANEL AMASS SMALL BE INSTALAO ALWAYS FRW LEFT TO FOGHY W1 I LEO F2 AT DO AT UEFT SIDE OF AIM HAI HEADER ANGLE WITH PAMEL'S AM LAP TOP EDGE FANSL .3w F TT 9"m 0,024* (Mkl) GALVANIZED SIM H ED,,,-- *,270' 1.407' S.M -2.250* ISOM[= VIEW, LA. 4� OR ROUNDED CORNIER 0 ENDS OF PANIEVS END UP W/ HEMMED VGM I -�26- 31W -2.378" (N.T4) '091" I (TYP.) P Hu WAM 3IOSHl54 ALUM. ALLOY I Dorm Or PANEL _AT_ ACAUA-1 I I *SEEE SWEET FOR ADDITIONAL 2. 1'24- Air UNIAMS 16F WEVE WON IS I IS,. M5' SLEM 2 111 MAYL LENEW A25' ONLY VALID FOR R&TALLATIONS, 0110 ow.) I WOOD STRUCTURES, L�103- -2.50' -K' 2�000" t 'U' .125' ",)1 1.750' At REV. HEADER 14MER .1. Arm. To 5" ma. -I -2.0--4- W_ AL&M I" MAL MGLE _j -i TRACK @ PAN 14ANGER (1 911 .374' on 12.6- - 14AN" %AJ 1/4- WIDO -10" (USE MY MR E-Z HANKI $70RIAl PANa SYSTEM) W43-To ALLOw ALLOY FLORIDA BUILDING CODE (Mon High Velocity Hu aerie Zone) 0 �2 5-_ (2) MON. 0 t + Daa�, rmv , am TRIM INC. Rik. 3 24 GAGE MVANIZED SUM STORM PANEL OWAN ft off L _1_ L 2w E C_ GLOBAL Ild Imt PROTECTION PRODUCTS. U.C. "VAIL' 41100 S.W. 61 SOW VAIL Ft. 3331, @ 8UU..D!_&0 WE! (9 euiLD-ouT *F* TRAcK @ & (P;I wAsffm mam IT -------- d- WoOm ft 20-175 TRACK AN"E VAMAC 3 Mi" P4 F1=6V 4;1' N 0:0-114 156151PRUMFMov OWMAIT"(111m , MR.- WA m 111 0 END Of 4D (SM KWA 1/24 A, EA. I wm T* emv) /1f4UO I I * I I MIII!�W44 0 H of A, Of AT SEINES 2000 m J�_mlho Mwwwlve 3, 1000 I. INSTALLATIONS ARE ONLY VALID FOR 111111MICII WITH A.&?� !�;M LOAM LIP TO .66.0. -?U pd AND PANELS LENGTH UP TO 5-10 2. FOR NEW WOOD =IFC=pM WOOD MEAipm TO BE SOtMr.RN Pox pg.. 2. W/ OF 0,55 OR EQUAL- 11,01. OUR AS OR AT _&,AT TOP a', OR " V 'm ON low OR =0 WWAUATON TYPE a" PIT HOPE FOR opmew9mg OF TOP a 84" W� K cc WAY TO oil 1 MAXIMUM PANEL LENGTH %+" OR *L-" (ft.) a MAXIMUM A-S.D. mmm" (P.5 (+ w fj CONCRETE & WOOD WALL Amm t L+ III 20:0 121--e 121-01 290 W-0, toy 30.0 111-11, po'-s* no 10�101 Io*-a, 400 w-f. #.-4* 410 9,-6, 1 -1. 5" 5SO r-r al-W 020 f*_J1 r-r SOLD a,-&, 11.1. 70.0 --a, me fimv 6�7* no 10, 61-51 ASO 01-01 6�0, IOOA &*-a, 51-W - No. 44m skm=a SHOW POR MAR" & D.M.,@, OW AT EACH MAXIMUM PANEL LENGTH L+. OR IL-" (ft.) 0 MAXORN AS.O. DESIGN PRESSURE RATING ("11.) (+ . -) CONCRETE & WOOD ]INSTALLATIONS t 2" 14*-4' 131-0" 24LO W-10' 7?-r 10'-7- tv'-W 01-0, 4&0 61-1* me 8�7' 41'-2' 5!10 ma 8*-o* a" 7'-s' ;"-2' 1 no me ?*-o* at-$' as* 7-0* 61-3* - IWO W-11 1 5 -10' 10" Ir-3, 6,-r to" 5'-4* Ime $,-I, I Ts.0 41-10* MUMN SEPARATION 70 GLASS SCHMPLE MAXIMOM PANEL LENGTH WIND SPEED 4 170 m4lb WIND SIPEED > 170 mplw 0.) RESMAINEI) UNRESTRAINED RESIRAWED 30 OR LESS I. or 6 1/4- >33'M 90 1. 7 1/2- 1 1/2' >00 70 145 7 11r 7 1/2' - 7 1/2" Eel I 101 : . . - tal (2) m smws a a- DA v/ THRUM POINITRAIM WOOD HEAom M".11 SAm ONO OF I CEO& IA4 S, 16' mi.. M. M�4- GLASS. EVERY OVERLAP IT I j vI TIT LAG ScKWS a w 0mc. w/ TIINtADITI PENCIRACON W". :rxv WOOD PLATE ACQUIRED FIAT ANCHORS (SIDE 504MULE ON SHEETS 9, 10 &11) AS sm" r ox, W/ THREADED POVIIIAlm" Wow W_Aom = 7r 4, 1/ C� v Tell mc_ S_ sk Do OF "111, 1 L-V *0 LAO SCREWS 0 or qc, k, I le,' Afi- 1,W PENETRAWIN ON a ow ME UJRDD 0 am or KA OR SCALE 1/4--1- 20 GAGE GkVANIZED STEEL STORM PANEIL MAL PROTECTION PRODUCTS. I.I.C. 20-17s "*�L' (0P)d"-7$W FAM, 06.)So�M? 3/4, 4/5, 5/5 & 5/5 2W/6, 3W/7 & 4W/7 OVERLAP 7 14 MN Mi" 114, 3/4. 4/5, 5/_5 5 2/4 iL71 1*1W/6, 2W/S. 3V & Ar ---ANCNDRS (SEE WHO" ON SHEETS 0. 10 &I'l�-J REGULAR STORM--PAREL-6) ELEVATION GAP yCR WIN. PANEL Lem 44167 " 1 - - Ire OF am MILTIM W. _T_ zl�fkc 0 24 "IM GALVAKMD STEEL STORM PANEL 24 11 I PROTECTION PRODUCTS, LLC.1 PRO '"I'A-VU - RION 4100 SM. All uw� 331 1 20-175 iz GIENEIIAL Roms (C) FILM thin SPEW M�� MOO mman D CUtAEM (P.LO.) HAS KEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS. AS MANUFACTURED BY I.T.W, BUILOEX, INC, THE 2020 (Tin EDITTON) OF THE FLORIDA BUILDIN CODE THIS STORM PANEL SHALL HOT BE INSTALLED AT HICH 014-10 PAROMATIE FEMALE ID AND PANEIAM PLUS ANCHORS. AS MANUFACTURED BY VLC0 CONSTRUCTION PRODUCTS. ",I=). VELOCITY HURRIC.ANE ZONES (MIAMI-OADE / MWARD Ileo - SCREWS, PER N.O.S. DESIGN WIND LOAM SHAUL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE WENTO" CODE- FOR A BASIC WM 7116`0 It 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT 8C SPECIALTY CO. SPEW AS REQUIRED BY THE "ISIDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTKINIALITY FACTOR KID-0-83, USING ASCE 7-15 AND WALL NO EXCEED THE MUNUM (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C,I) MINIMUM VIRMED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS 3. 2 THRU 12 & 17, 18. A14D PANELMALE FEMALE JO. IN ORDER TO VEMW THE ABOVE CONOMION, UL111ATE DEPGAI WIND LOADS DUUMNED PER ASCE 7 -16 SHALL BE FIRST REDUCED TO AS.D DES" PRESSURE RATING BY MULTIPLYING THU BY 0.6 IN ORDER TO COMPARE THESE W/ mAx (013,04 C.2) MWAUM THREADED PEACTROTION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2 NO THWAM DESIGN PRCSSURE'Mn%S IND"IrED ON SHEM .3. 9 THRU 1 2 & 17. 18, PENETRATION INTO SIUCCO SHALL. BE CORSIDERED AS PART OFTHE REQUIRED THREADED PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON 716S REJ). AS TMED WERE NOT OVER STRESSED. A 3= INCREASIC 94 ALLOWABLE MM FOR WIND LOADS Y" M USED IN THEIR ANALYSr- FASTENERS SPACING TO WOOD HAS MEN DErMKE1D IN C.3) MINIMUM EDGE DISTANCE OF LAC SCRM. INTO WOW SHALL BE AS INDICATED 04 THIS ORAWIND ACCORDANCE WITH AIDS. 2DIS. STORM PANELS ADEQUACY MR IMPACT AND WIND RMWAKM HAS BEEN VERMFIDD IN ACCORDANCE WITH SECT" 1609.11.2 OF C.41) MINIMLOI PEKTRATION OF WOM SUP" SMALL BE 5/8', 1/4- 020 SCREWS USED SWAL BE 1 1/2- LONG MINIMUM TOE ABOVE MENTIONED CODE AS PER AMERICAN TEST UIS OF SOUTH FLORIDA REPORTS 1011114el-01 AND 021S.OZ-09, As SHOULD STUCCO VIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. Put SM 12-99 & ASTM E 330-01 STANOMM, AND AmEPCm TESTING LAS sm7w FLORIDA REPORT #ii23_Qi-iO AS PER TING TAS-201 AND TAS-203 PROTOCOUL AND AS P89 CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 OF THE =7,1"E, PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE DO$ C.5) IN CASE THAT PKCA$tff Ole 0= FLORIDA BUILDING CODE. WALL. ANCHOR$ SHALL E MAIN STRUCTURE BEHIND SUCH PANW. 94CHORAGE SHALL BE AS METMOKED 94 C.1). CZ) & C.4) 2� ALL ALUMINUM EXMSXM 70 BE 1106�1-T& ALLOY AND TEMPER. (UNLESS OTHERWISE HOTEO). SEE SHEET 2 (0) AMCHM %#ALL BE OTSIALL0 FOLLOWING. ALL OF THE RECOMMENDATIONS ANO SPWFrAI1ONS OF THE MCMOR'S MANUFACTURER 3. ALL ALUMINUM SKEET METAL USED AT CLMRES SHALL HAVE 3105-1114 ALLOY. a, PANELS MAY ALSO BE 045TALLCO HORIZONTALLY FOLLOW40 INSTALLATION DETAILS SHOWN ON SECTION I THROUCH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHIILL HAW STRUCTURAL QUALITY STEEL ASTM A-653 GRACE 80 MNIMUM� G-GO GIUMANIZED THROUGH 5) EXCEPT THAT HEAVERSO &0 SHALL MCI BE USED. STEEL DMGNATION W/FY- SIL2 W jArHR ROLUED). 9 IT SHALL BE THE RESPONSEAUTY OF THE COMPACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO K ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS) SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROM ANCHORAGE THIS SHUMR SHALL ONLY BE ATTACHED TO CONCRE11% OL.0CK OR WOW FRAME BUILDINGS. 500118 W1 50 imi MW STRV4CTH AND 90 W TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 _13.4. 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIM 1. 2. 4. 5, 6 AND ALTERTATIVES IW, 3W & 4W ON SHMTS 4. 5, 6 & 7 ==Y��VEtA LEGIBLE AND READILY VISIBLE MARIONG INSTRUCTING OWNER OR TENANT TO 0. DOLTS TO BE ASTM A-307 GALVANIZED StM_ OR AISI .304 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. SECURE PANELS WITH DURING PERIODS OF HURRICANE WARNING. ME 7. ANCHORS TO WALL SMALL HE AS FOLLOWS.- 11. THE INSTALLATION CONTRACTOR IS TO SEALICAULIC ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/fAIN INTRUPSM. (A) TO MMNQ POURED CONCRM� - t/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. OAL.. re-3192 p.1j.) 12. SIVAN PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY MAILDINC AND ZONING REGULATIONS 1/4 - 0 x 7/a* CAIJi-4N ANCHOM AS MANUFACTURED By DEWALT INC. PROVIDED BY THE JUMSOICT104 WERE KFUT IS APPLIED TO. 1/4'0 . 3/4* SOLID-SEr ANCHORS, AS DISTRIBUTED By ALL POINT SCREW. DOLT & SPECIALTY CO, 13, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.1%) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (".. r.-3000 VIN J14-10 E MA"r FEMALE ID & PANO.WTIE PLUS ANCHORS, AS MANUFACTURED BY 1100 CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PR=CT n Le. WHERE THE SITE CONDITIONS OF TE FROM THE P.E.D. PAN LNALIN 1/4'0 ZAMAC ANCHORS. AS ~ACTUREO BY UVAI.T. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELDCTION. PURCHASE AND INSTALIATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P-E.0, PROVIDED HIE/SHE DOES NOT WMTE FROM THE CONDITIONS OETAUD ON THIS DOCUMENT. A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4-; 2- FOR EUCO PANELVATE AND CONSTRUCTION S*TN AT SITE IS THE OWIRACTOWS RESPONSIBLITY. 1 3/4' FOR Z4MAC NAILIN ANCHORS, THIS PROD= EVALUATION OOM404T WILL BE CONSIDERED INVALID If MODIFIED, A,2) CALK-* & SOUO-SET ANCHORS $ftl, BE EMBEDDED 7/45- INTO THE POURED CONCREM NO 1EMMOMENt "TO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SKALL BE 1 T/2' LONG MINNUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT W410H WILL BECOME THE AND I" MINIMUM FOR WALLIS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THRIADEX, SCREWS W/O WAD. ENGINEER OF RECORD (COA.) MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 114E OUT Wmi "No NUTS, PROPER USE Of THE PE.D. EK44EER OF RECORD, ACTING AS A DELEGATED ENGINEER TO INS PZ�IL ENGINEER, WALL SUBMIT To THS LATTER THE SITE SPECWIC DIRKWINGS FOR REVIVIII, A.3) of CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR TOM, ANCKM SHALL BE LONG 04MM TO REACH 114E MAIN %RJCTURIE BERM SUCH PANW. (e) THIS P.E.O. $HALL " THE WE AND ORIGINAL SIAL AND SIGNATUfM OF THE PROFESSIONAL ANCHOFLICIE SMALL BE AS MENTIONED IN ALI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED tr, (s) ASTM Ce� 14. SHUTTER MANUFACTURER'S LABEL. $HALL BE LOCA70 ON A READILY VISIBLE LOCATION AT StORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING CODE, ONE LABEL 1/4' UFACTURED BY 1. T. W, SUILDEX, INC. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SEC71ON 1709.9,3 OF THE 1/4* 7/8* CALK-114 ANCHORS. AS MANUFACTURED By DFWALY. INC. FLORIDA ISLAIVAG CODE, 1/4-0 X 3/4' SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINT SO", BOLT A, SPECIALTY CO. - #14-10 PANIELMATE PEMIUE 0 AND-PAINELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONVVJMN P to - 1/4' 0 2AMAC NARM ANCHORS. AS MANUFACTURED BY DEWALT, INC ELI) MMMUM EMBIEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZANAC NAIUN ANCHOR. INTO T�K FILORIDA BUILDING CODE (Man High Velocity N cone Zen BLOCK UNIT SHALL BE 1 1/4'. 8.2) CA&K-IN & SOUO-59 ANCHORS SMALL BE EMBEDDED 7/5' INTO THE CONCRETE BLOCK UNIT. NO - W,44 7 24 OAGE GALVANIZED STEEL STORM PANEL III. OR'I'M, in, STUCCO SHALL BE PERMITTED, 1/4 . 0-20 SCREWS USED $HALL BE 1 1/2- LONG MINIMUM SHOULD - 0 E)OST. * - 01/97/21"a AND I' MINIMUM FOR WALLS WITH NO STUCCO. GLOBAL mUCnON STATE F PRODUM LIX. 40110 10, 3 SOW 8.3) IN CASE THAT PRECAST STONE. OR PRWAV CONCRETE PANELS, STUCCO OR WOOD BOARDS K -FwmAAk It ONAL F., . 4W*.S� ORI uh. EXISTING WALL, ANCHORS SHALL, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P 20-175 ANCHORAGE SHALL BE AS MENTIONED IN ELI) AND IN 8.2). 11114111Z, wil sm I w is (SM SCHEDULE ON SHEETS 9 THROUGH 10) BUILID-OUT MWW2 Jill MW YNGTH HEDULE Tt 3) MR CWBINATION OF SECTIONS; E.D. EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNITINGS CAN BE SHEETS 9 10) COMBINED IN ANY WAY TO SUIT ANY IHSTALIATIOISL SHEETS 9 THROUGH 10) 40.44167 STATE am ILTIM M 24 CAM GALVANIZED STEEL STORM PANEL GLOBAL PRIYTECTION PRODUCTS, I.I.C. CATE. 1111 4WD &W, 51 SINUET PHOW. v A. 4, PIC 20-175 Owmm N. rem 1 1 "M 4 OF 10 Cn -Cu > (D 0 0 (D -1-, Cn (D -4-.0 =3 -0 0 -cu -0 Fn ja C: 0 0 (3) co 0 0 Co LL C:) Cu > U) *F -0 (D Cn E L_ -2 CU 0 CU 16+2 CL < C%4 w z C= C= 5i Cli >e G: Ln U) CAI 2 2. Ou 00 Cj cc Gi w = m = :11 u C3 INSTALLATION DEIAILS FOR REQUAR PA INSTALLATIOR UMLS F_Q8 REQULAR PANEL INTO EQUEED 9ONCRETE OR CONOM AMK STRUCTURES INT-0 NQQ STRUCTURES INSTALLA-TION QUAILS FOR REGULAR EANEL 6) INIQ M9D ALTERNATE CONCRETE WOOD ANCHORS TO QLASIS. (SM SCHIEDUCE ALTUMTE LED Ta MW = "ON 10) ON SW 3) /--fJbcAr4N ANCHORS LOCAnON /-ZEE SCHEDULE ON 4W Wn*& CONCRIETE ANCHORS EXISTING POURED CONCRETE F zw ED =4 WAM ADEQUACY OF !EXISTING WOW OR CONCRETE BLOCK SON REOUVRED. I-k PANEL LENGTH (SM SCHEDULE IN It m SCHEDULE REQUIRED, LEO C�ONCAM ANCHORS F(J2 WOOD ANCHORS m (SM SCHEDULE ON \J11, SHEETS 9 THR01 FOR ALTERNATE WOW ANcKqRs SPACER --rSEE (SEC SCHEDULE ON ;awmv, ema mw VAX. v SHEET 111) 4 941LOCK 71X 3CM OR 1/4- 1 of SHEET 11) Sim 11) lia W/ off C_ 1 1/2 Ilr Olt VAX MAY. Cm EQ. le \ - : i _f__j (SEE WOOD NEVER -1 SHEM 9 THROUGH I EQ ED WAD Sam a *1r O� I WOOD Am""RSS PANEL LENGTH I' MAX, LOW Al... SPACERS 12 1/2" (SEE SCHEDULE (Sm SCHEDULE ON I I i '1� I , SHM 11) will ON $HIM 3 MK SIEE NOTE - 904W IM LIMITATIONS FOR 1 1 W&ON _Sffw I SEPAROTION 1 1/2- LONG suma. -q) 10 hsilo MASS. i v MAX. > OSLO~- 10 CLASS ON $14EETS SCHEDULE =RR Ism SHEET 3) 2 A, IQ E SCHEDULE I (w SCHEDULE ON SHEET 3) 0 1 PANEL UENOTH PAWL LENGTH ON 'to GLASS. (SEE SCHM" PANEL UATE FEMALE 10 OR FANV� MATE ON SHM 3) ON SHEET 3) 3) Mh, SEPARIITION TO CLASS, (BE SCHEDULE ON ON I -A.IzEia SPAM (SM SCHEME ON SHM 11) I - ---rv"wuw $HEFT 3 v Max. PANE LENGTH tSEE L PANEL LENGTH mt 3U11111 IT (SEE WHEDULE Lam *mt 7-4) PANEL L04TH m i - = Min. SCHEDULE SIHEET 3) (SEE SO4MLE FOR I i PANEL LENGTH O= SEEPAIIATION ON SHEET 3) TO MASS. (SEE SCHEDULE GLASS -(SEE SCHOAXE- 2'x4* wow - on 94 i EET 3) =,Ed PLATE REQUIRED lx"ili GLASS I ON 94M 3) 0- DIRM MOUNT Wz SEAM a CIO ON 3) OF 'V OF ALTERNATIVE 2MC x SCAI 3/8-l' 56% OF MAX. i /� A�� I MAX. 14�7_ 77 0 12 1/2 SEE T4��#I ON SHEET I I FOR MO. PANEL UNMTHS OF V I- I D 56X D.C.' OF .0 DESIGN LOADS FOR IM INSTALLATION. MIX 1 11 0 1 1/T mc. I LENGTH MAX. i OF EQ 0 12 1/2- O.C. MAX- ED 41 E� I I i I 1 0 12 1/2- O.C� i I __1 __f__ I I 'A' -_ I I No CONCRETE ANCHORS 5 FE-1tow OONCRIETE ANCHORS C- (SEE SCHEDULE ON EO h EXISTING PO (SEE ScIiElimuLE 0�- L R SLAS SHEETS 9 THROUGH 10) SHEETS 9 IGN - LOW MAIL MANINUM WOOD ANCHORS OF WAU. 0 1 2 1/0 STAGGERED W1 STUD REQUIRED CMDMON) ILI) - - - I, I O.rL VAUD FOR (SM SCHEDULE ON WACO VA w a I Ilr LONG W-. 0 POURED CONCRETE �iii-aifaii Lo" AND PANEL I SHUT 11) "Xs" rx4o WOO MALk- EXISTM POURM COOORETEj LENGTHIS PER SHEET I (I) ==4=- �, i I " ANCHORS BLOCK �m am W.. far -Or CX REQUIRED REQUIRED 0 CONCRETE WOOD ANCHM ULE ON (SM SOHO LATE REOVOW15) WOOD ANCHORS I' WIN, SUVfAMN TO GLASS am= 04 ow III, (SEE SCHEDULE ON 3 4- SHEETS 9 SHM It) --- R OR CONCRETE BLOCK 1. MOX, LOW ALUMN& SPACERS 0 2"%41 WCOID f I 12 Ilr D.C. (SM TABLE 01 ON P OURROMY 4 A stamumm Am ANY Cu 0) WOOD Op Am"m Imm TM OUMPONDIT 04 "ft MAM RIMALL 10 04 $HEETS 9 & 10.) am SHM a mw K ROL�m 01; REQUIRED WISiTt LONS AS THE FOLLOWING XQN&P 0:% MSE SPAM AINOWN 14 4 M11C 0% (SEE sammmu ON LOWDO IsiHt"Emeut R, wl �Iuw COMKO Vmft $HIM 4 111 I/r 04 VACM 2m hnn_� CEILING AND nnOR MOUNTING RUILD-9ja MUNTING WALJ, MOUNTING aIR w RSMQBQ Is "= TO w AT ANY Cn 2. OW MI, UNION OPENING; SO %m IS A :MT SIOM imm rpm LOW" "am ON M vmmum PON pmm UOIm a WALL IR 0 MOUNT SOMPAL SCALE 3A-1, w 91luffland's 2W (4) 1 Iff WAG VACOR COMPONENT JM SIOLL K AS INDICATED ON CEKJN6mw OUNTING BU%5ijWNTING Cu MgmNo SCALE 4/aw SHIST & DOMLOM OF I Ijr LONG SPACOR VA ITS ONLY Aw 1w WZ FOS WIND, ZONM 1, 2 AM 3 AS DL17&0 w Arm SCALE 3/8-1* SCALE 1AS,'. WALE 3/5-1- (4) VALO ONLY MR WWD c-im StVdM AIM THE 2100 Cm UnW OF THE FLORIDA a 3 MCI AM E EAXDNG GODE. I - gr Lu MOTEL, OcIty Huu cone Zone), FLORI BUILDING CODE (Ron High Velocilly Hu I ONLY VAUD FOR MAX, w R FLORIDA BUILDING CODE (N NO. 44167 OrG no Zone) '0 FLORIDA BUILDING CODE ("on High Velocity cone Zone) MON Of SECTION 1. INSTALLATION ARE m HISIT Vol f 24 OW GALVANIZED SM STORM PANEL NQZ EQB GMNATM OF SEcnoms NO. 44161 "1 24 GAGE GALYAWIZED STEEL STORM PANEL TOP BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS -M w7m. m 24 UK GALVANIZED SM SIM PANEL < .44167 01010 ILTIM. At. I . INSTALLATION ARE ONLY VALID FOR MAX. A.S.0 01 em TILMOO, w- F.P. OWN ft LENGTHS 2 A, -, z COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 DESIGN PRESSURE RATING (ps f) AND PANEL f ON^ In IT NOTE FOR COMBINAMON QE VJMQW TOP & BOTTOM MOUNiTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR # INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0 z GLOBAL PROTECTION PRODUCIIS, GLOBAL PROTECTION PRODUCTS, LI.C. ED. EDGE DISTANCE STATE GLOBAL PROTECTION PRODUCTS, LM STA Lw. W/"/,M 111LIECO. 14C. Om COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2AI) 111LIECOmc. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 111LIECOme' at , -1 IN..w . DENSITY OF OM OR EQUAL 4" Sm. M SMOD, (SEE SCHEDULE ON TOP & BOTTOM MOUNTINOS CAN BE INSTALLATION. z SHEETS 9 10) COMBINED IN ANY WAY TO SUIT ANY " 11,16-1.. (04)"li-Tow FIX, owpow-vain, 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 20-175 20-175 XIF - 5yz_1-_ � I", wil=".= Joe 0"Aft-7m. fm (0$-)Bw-SM 1, - -A E WWAM ft. OWN" < %%;Axrum� -MSERSOT Ch-0,010111 INSTALLATION. WZt L 7"K - nIFIC A Nun !N, motkl;�. or le 9ENSITV FOO.% 100RUTEHOURANL PINE No Z W/ SPE am a or III px_ stmisomm"1141m m"o am 7 or Is SHEET NO. SH 1.3� END CLOURES DETAILS FOR INUALLAT19N IN POURED CONCRETE, CONCRETE BLOCK OR WOOD 5TRUCTURES,. VALIQ FOR REGULAR, LIFE A E-Z M (D 5MEM5 SAFETY. MANG 510 EANEL OR CONDOM SLOOK Olt 2* Agr 3105 �14 OR WOOD FRAME 4013-To ALM COMT Aum VARIES ANGLE WIT. V4*0 1 3/4* & 1 /2 0 1 O.C, '/2- ARM POURED 4 1/4*4 . 1 3/4' TAPOON /2 REOLORLD CONCRM SLOCK ANCHOR 0 12, ot.\� 2 1,2 0 r.4" WOOD OR(3 lmW*AF F&MAWI sms-7w7ummamm CW folta 1/4'. . 1 3/#* a - 11 - ANCHOR 1 to"It LED U)CAY*N LED 2 2' 2, VAM S, . Aw or V. 0 L ALUN. ANGLE ON M, 310-4154 SHM '-2' to C METAL ALUM, Wff PLAM X REQUIRED 31 14 2 1/2' Is AILIM - 1. COW. OIL - - - - - - M- CAP TLI 1 4' to 2. HA-H14 OR 41063-16 AL10V w/04KNUT Goa A- AN" GASE A (PLAN) CASE 8-(ELAN) CA59 C (E CASE 0 (e SCALE 1/4'.1- SCALE 1/4-1 SCALE Ile-1- SCALE Ile -I' SCLIG-M OR C".-IN OR ELCO PANUMM ,-;2w --\ CONCROE �Wcwl Sm or me" clion I.5x POLHImmm SC"MJLE ON IIIIII (MIN, FAMEL re & no" RIALIM AS 01ILICAM 100 if) vgi;� BEYOND 'or OPENING ViLD" COMPM COMIGMETE ROLUME0 ON r.4' WOOD no" VARIES IF-4 -(t OR(D Trm Z,.= P—AFVLM. To WALL (NE" Off END MW X 9,0. DISTANCE - - - - - - - - - - - - CASE G (P SCALE 1/4-.1- V" MR 09RECT MOUNT INSTALLATION ONLY a CERTIFIED PANEL INSTAUATIGN AT WALLS W1 No. 44167 t a SURFACE LEVEL VARIATIONS WITHIN 3/4' FLORIDA BUILDING CODE (Non Mph Velocity IWO carim, Zan 0) 1 1 CASE E (P CASE F (P 0=4 111= m 24 GAVE GALVANIZED STEEL STORM PANEL rik SCAM 1/4--l' SCALE i/0.1. wArA ft ,n/V/nn 11L EC 0 imic. GLOUL PROTECTION PRODUCTS, UC. VAX. 4= &W. At STAW "our 33114 20-175 am .1-1 00 Otto= ML. OM)ow-*w caw" N. %NJ= A. In &. FZ "AlAk L 441 F09 ! 1 4 sww a OF is (VAUD ONLY FOR PANEL OtNSTALLATIONS AS PER ALTERNATfVM 1W THRU *% ON SHEETS 6 & 7) VAX AS.D. DESIGN PRESSURE RoOm (P-0 M&IMIUM ANCHORS SPACING FOR LD4 - AS SHOWN ON SHECIS 6 & 7 APP13,00BLE OF THEM MAXILIUM PANIEL LENGTH 00 TAPCON im SCREW PANEUMATE PANEUVATE PM WOOD Ep"" 13' 13' IT IT IT lot crop) 1T Ir IT 13" IT tw w"am) 0 11r 8 1/2, 4 1/2" 8 Ilr 6 1/2. m 8 Ile 12 1/2* 6 114e- mm.) w--w OR LESS Ir V (190TION) 13- IT IT IT (TOP) +41L-0 13, 13" 13, 13" 1 sr (BOTTOM) 13, IT IT I r 81/2- Cw) 13, IT 13, 1 r 1. fill (gorrum 1/2* 6 1/2' 61/2- If 1/2, 111 (TOP) - - 1 6 1/4' 12 1/2' 61/4- wit.) TO 4 1/2w a 5 1/2* IMP) I 14 4' 4 1/2- 41/2' MOTTOM) 10 Ijr I (TOP) 13" 13, IT I tY a Ilr WITOM) I SEE TABLE #1 FOR MOX A.&D. DESIGN LOADS & VAX. PANEL LDWHS WHEN SPACER " IS USED, ONLY TO ALTERNATE 2W ON SHEX7 6 MAX. "A DES04 PRESSURE RATING Wkf.) MAW" ANCHORS SPACING FOR ED. - AS SHOWN ON %IEM 6 & 7 APPUDABLE TO ALTERIXTM &A r. OF THEN I&AMMUNI PANO. LENGTH -v 00 TAPCON LAO SCREW PAMILMATE FEWALE 0 PANIELItIATE PLUS "DO summ IT 13* 13" 13* 1W ?m IT 13P IT is' r 1w 0mcm) a 11r 61/2- a 1/2- m s f/4, 12 1/2' 6 I/V (qm�.) W01 r 7 1/2' a' Ir (TOP) OR LESS 7 t/2- 1. w MOTION) IT IT IT 13, IT >+46. -43 TO +75-75 IT Is* 13, IT I IT IT 13, 13, to, (TOP) IT IT 13, Ir- 1/4V IW (BOTTOM) 1/2" 4 1/2' 0 t/r 6 1/2 6 1/4' 12 /2- ;112; TO 4 t�2' a" 7 1/. -r-s* 5 1/2- e 3W MITOMI IT r 4W MP) r IT IT IT IT _IO' 4w Mormii)i SEE TABLE ji FOR MAX. A.S.D. OMN LOADS & MkX FANEL L96THS WAN SPACER 0 IS LSM,, CORRESI"DING MY 70 ALTERWE 2W' ON SHEXT 6 1 TABLE #1 A A.S.D. DESIGN LOAD MAXIMILIM PANEL LENGTH 40 PSF OR LESS -a. Is. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5. MAX. PANEL LENGTHS ARE ONLY VALID FOR tINSTALLATU)NS W/ PAINE1 MATE EPAALE 10 OR PANEL MATE PLUS ANCHORS & W/ " Lppm,tqz- 1/2- D.C. (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SFC71ONS 1 THRu 6, ON SHEaS 4 & 5) MAX. A.&D. DESIGN PRESSURE MTm MAXIMUM ANCROMS SPACING FOR MIN LO, PER SCHEDULE RELOW MWW DESIGN PRIMISURE I MAK' "0' UNG MIOLI" ANCHORS SPACING FOR MIN E.D. PER SCHEOUILE BELOW G SECILONS & a k"MUM Pmm 11111.r IAJAQON I SOLID -SIT FINALE .03 2AMAC-o" CALK. -IN OF jrt6M Twoom I sow -$a Fix" 1) 1 pus 4"'IC-le"Llk CAUK.m �Al 10 3k 1=0 3k To offam .. W, co!� ;AP *a= 3k 'a am*= =nwom= %woeowow am ca OF DfEM t +45W,48 LESS IT 13* IT ir- W IT is, IT IT IT I IT 1 (700) W-r OR LESS +4%-45 13" IT IT IT IT 1'r IT IT is, IT IT 111 1/2' 1 (W) OR IT IT IT IT ir ir ir 131 IT IT IT IT I a IT 1 (801704) 13" IT t3l IT IT is, IT IT IT IT IT 11 1/2' 1 (Wrmm) 137 IT IT IT IT IT IT IT IT IT 13' 2 (TOP) 13, IT IT IT IT IT 13, IT IT tT IT 11 1/2'2 (TOP) 13, IT IT 13, IT 13, 13, IT 1 sr, 13, IT 'T -Ir- IT I. IT 2 T2a" 13* IT IT IT IT IT IT 13* IT - IT IT Ar ; IT IT or IT 13, 'T tT IT IT i3l 3 ODP) IT IT IT IT is, IT 1. 1. . 13, IT is 1/213 (TOP) - 12 1;j%2- —1/2' —1/4' i —11e 12 1/2'12 112" - - 5 1/4'15 1/4' 3 (BOTTOM) 1/2� 12 1/21 - - 6 1/4' 6 11-V13 (Surfolf) or r 1 Ir w Is' w- or 8* 1. B. J/2'I 1/21 aWr 11* r 6 1po g- 71/2- r a, Ir S* S* 4,1-, 4. It* - I r - r - I V - - to - I ar - r - Ir - 13" IT T IT IT IT or I 13L- Ir IT IT Ir 13, tT IT IT IT IT 13' Ir IT 14' IT 0.1/4 IT IT IT IT Is, IT 1 13, IT IT i3l 13" tT IT IT IT IT IT IT IT 13' IT 13' IT 11 A '/2 5 (BOTTOM) 13, IT T IT IT- IT IT I IT tT IT 1 IT- IT 'a IT IT IT IT 13. 13' IT IT IT to it I Crop) - K3- - I.IL4 6 1/4" 6 1/4' 6 1/4'1 8114- - 6 t/r 6 1/4- 6 1/4- 6 Ile of V41 4 1/4' 1 a- IT to 11r IT 7' 1 Ir 7' 71/2 51/2 IT 4 I1rII (TOP) 70 1— 13* IT 13, IT a I/r 13, 6 1/2' 9 11r a I/;r IT -- 5 ll� I >w-V TO W-91 I _13 IT 71 IT IT IT 91/2 IT 9 1/2 101/2 71/2 131 Ir P (--m) 7. 1/2* IT isp IT to* IT scr if* r —1/2' IT 6 'Ir 1 (BOTION) IT S. 51 IT 101/2' IT r 13' r 71/2 51/2 IT 4 1/2* 2 (TOP) IT IT 13, IT 8 1& IT —1/2' i-I jF IT 5 11r 2 CLOPI 13" 7- 1 tr IT IT 9 1/2 IT 1/2 101/217 1/2 IT of 1 2 'T 7 Ilr IT JT IT IV IT IV if- W IT 6 11r 2 iID" -w r r IT IT 12r 9, - i7i -T37, . 1/2 10 1/2 7 1/2 IT 6 ILr 3 (W) IT 7 Ilr IT IT IT le IT Iw it' V IT 6 11r 3 (w) - 12 1/2'12 I/r 5 1/4* 6 1/4� 12 11r 6 Ile - - a 1/4 - 6 Ile 3 (BOTTOM) 2 1/2*[12 11r 6 1/4* 6 Ile 112 1/2112 1/2' 4 Ile 6 Ile 3 MOTTOM) 7' 5 1/2- 1- 3 1/2� W 4 Ilr T 61/2- r 4 (W) 7 Fll./�2- 3' 8; 4' S' 4' 4 11r 3 11r 6 11r T 4 (TOP) w 5 Ilr 1/2' -' 4 (wrfow) 1/2* - 7 11r - 4 OVITUO 1. IT 9 1/2' IT ! 1/2' 10 Ijr 7 1/2; 1 r i"Cmp) IT T a 11r IT 1 IT IT to* IT 1w if* r IT 4 1/rls a 3, 9 11r to Ijr a 1/2- 5 (BoTroma 13, a Ilr IT I IT IT IV I-r-T 7 1/2 4 I/rIs (im IT a, IjE IT �16 1/4"16 illrill 1(# 6 144�16 a 1 �4:16 14!: 16 le _V 16 1,� �415 =) IWIC OW I I M ANCHORS TYPE 4 WW.W MR MIXUATIDIG Not) WOW 11AME 1101LONGS, � ANCHOR WACINGS AM MINIMUM EDGE ONGIANCE AIM 010"" ON IRIS SCHEDULE MR EA LESS If" "Mo Om somm "mu mom SPACING, m MOOKIING vmw %"N ON SCHMU We THE FOLLOWING, FACRAS FOR THS Wfoloaft TO WE POSSIBLE. INVOKED VACM OfffAm UPC FACTOR %wx NOT K us$ TWN www "KING; 110100am to VCH ANCHOR TYPE ON TOM SCHIS4111. ANCHOR TME 1/410 . I =Lgtw 1P.10 mommum mcpm 3 3 3 2 Ix 91/2 "Ne" on ommorm 3 11r 4 010ANIMpa.) 3 3 Ilr iff 31/2 3 ix ACRIAL WK WPM (EA) FACM 3 $/r Im Io` '40 14D SPACINGS ONLY VAUD IS USETL SM VE MAL. A.S.D. DIESIGN LO" & MkX 5Ei=pWHEN PACER 6 0. M., C; 4)orcA : rd" D. M.. (.' or(4 MUKE &I A A". DESIGN LOAD MA)GMUM PANEL LOOT" 40 PSF OR LESS V-8, > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 51-10* A MAX. PANM LMTHS ARE Ohfi�j VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & W1 " SPACER AT 12 11r OC. r MAX. R A/13� R-2A/13, R3A/K 4-20/13. S-30/14. *R-11AW/15, R-2AW/15. R-3AW/16. R-IOW/M R-29110/`15, R-30 W /16. MR. 0 0 0 0 0 F L �jla rwLAR 1/44-20.1"ELS, BOLTS 'I,@ OVER 71-6 STORM PM M. A IN A REGULAR STORM EL P'VIEL Ir-8* 0 +40.1 (w/ OVERLAP me P -- -------------- 7'-W 0 +50.1 OVERLAP Mo I A isim ------ USE 2'--W UK AT ALL M V =-v TIL- u in q AFEVY- I I �--, Iry 0 ON. WING NVT A7 J' EXTERIOR LYMO LEFT P94a R-IA/13, R-2A/M R-3A/14, R-18/13, NUT AT mow PANEL 3 9-2B/13. R30/14. I Mo. I t INSIALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 mp.h� -----AWHORS (SEE SECTIONS & ALTUMM-ES ON SHEETS 13. U. 15 1/4- MU. CAP UFE SAFEIY STQRM PANEL M ELEYA110N (t) REGULAR 2.68r SCALE 1/4�-I- REG" if STORM PANEL. (UK -WAU VALLM /-(J)STDPm PANEL 110 Dam -4U P4.f. NEL LENGTH B" -54.0 P.I. WEL. LENGTH BOLY) PANEL LENGTH UNTINCS FLORIDA BUILDING CODE (Non High ocHyy Hftwu one Zoo AM m rp. 24 CAGE G&VANIZED STM STORM PANIEL I . OWN mout. MTECMN PRODUCTS. Lm., 48110 &10� 51 STRUT 11, MAXIMUM A.S.D. DESIGN PRMURE RATING fg.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACINQ =IJED LE FOR REGULAR STORM eANEL MIN rO CONCRETE & CONCRETE BLOCK STRUCIURE (VALJD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) VAX A.S. DMIGNO PRESSURE PAIRIG MAXIMUM ANCHORS SPACING FOR WN ED. PER SCHEDULE BELOW W Mpor LE (;.) MAX. A6S.O, DESIGN PRESSURE RATING (P�.J-) MkXIMUM AN04M SPINCINO FOR JOR ED. PEA SCHEDIAUE Sam Wwar PANEL L. 00 TAPCQ" I SOL`QSET PANSU0101TE Fava N) I FANELMAXE PLUS zowmw�Am I -M 1w TAPCON I SOLID -SET PANIELVATE FEMALE 0 AMEL."TE I ZAJAACZ-WM� a 3k O"w"m To F; N commotim -.12-1 =L. 1. =AM am. �XX-IN COMBINATION OF tmm P+55, -65 To .75. -75 IT it- IT 13. 1 Ir IT IT IT IT 12' IT to* I (TOP) OR LESS )+76. -75 To .1 iii-It" I I 13, r 13' 111 11r I T 6 IS' 6 I/r 7 Ilr I$ 11r IT 4 1/2' 1 (TOP) OR LESS I iT -W I r 13' IT I r IT IT IT 12' IT 10' 1 (BOTTOW) Is- 6 Im IT IT IT r IT V ur 7 1/2' IT 1. 1 (BOTTOM) IT III IT 13, 13, IT IT is, IT ir 13, IQ' 2 (W) IT 51 IT 10 Ilr tr 6 1/2' IT 6 j1r I Ile A I�K _1a: 41/2' 2 (TOP) IT 13. IT IT fa- IT IT Ir IT to, 12 (BOTTOM) tr r IT IT IT s I/r IT 9 I/Ir 10 1/2, 7 1/9" —Ir IT 6 1/2, 2 (BOTTOM) IT 11* 13, 13, IT I r 13, IT 13, Ir I r IV 3 m) 13" 71 IT IT 13, 2 Ilr IT 1 7-F Ta-i R 7 1 IT r 3 (w) 12 IIV 12 11r S 1/4' 6 1/4' 12 1/2'12 ilr - - 51/4- 6 1/4- 3 (MW - - 12 1/2' U 1/2' 1/4' 6 1/4- t2 1/2' 11 Ile - $1/4- a I/C 3 (BOTTOM) 6 I/r 4 CW) 7. r r z 4' 4 1/2' r 6 1 a, - a, - 1. - Tc—soirom) or IT 11* 13, 13, IT IT 1 13, 13' I-T 12" IT to, (TOP) IT 6 T/Y 13, IT IT V IT 9 13' 11* IT 13, IT 13, ir IT 12' 13, -a IV - 6 (BOTTOM) IT 7' IT IT IT 9 1/2- IT 9 ilr 10 1/2- 7 1/2- IT 6. 5 (BOTTOM) 13, 11. IT T37- -jL- IT IT IT IT IT Ir IT I cr- F6&;)- IT !r %r 10 1/2' IT ! 1/2* IT 6 1/2' —1/4' 7 ilr 5 1/2" _L31 4 1/2- 6 (MP) 6 Ile a 1/4' 6 (Warv-), 01/4- 61/4- 0 Ile 61/4' 6 1/4' 1 01/4- 9 1/4- 6 (Wn,--) 7 1/2' 3' IT IV 1w it" I a' IT 6 1/2' 1 CIOP) TO IT 51 fr 10 1/2" IT 6 11:r IT 0 Ilr 7 1/2 1/2' IT 4 1/2' t (TOP) >V-4' TO 7-V _13:_ 13, 71/2' __L_ 13, 13' -IT 13' 10 11r -or iT 10 11r 11 1/2* - a' IT 7- 1 (WITOM) IT 6 1/r 13" IT IT or IT '. for 7 1/2" IT 6, 1 (BOTTOM) 113" T 71/2' IT IT IT IQ, 13* IV 11' a' 6 1/2" 2 (Tt) 13r* 5V' IT 0 1/2' IT 6 11r IT 8 1/2' 7 11r 5 1/2" IT 4 1/2- 2 (TOP) 13" ' 7 Ilr IT IT IT 10 11r 13' 10 1/2'11 1/27 8" IT r 2 (Sarm) f3r* 7. IT IT IT 0 1/2', 13' 0 1/2' 10 1/2' 7 TIr IT 6 1/2' 2 (BOTTOM) IT 7 11r 13' 13, IT 10 1/r 13" 10 1XII 1/2- ir- i3l r 3 CROP) IT r IT 1 13' IT 91/2-1 IT 0 Ilr 10 1/2- 7 1/2- IY_ G' 3 (TOP) - - 12 11r 12 1/2"15 1/4'16 1/4' 12 1/2' of Ile - - 6 1/4- 8 1/4- 3 (BOTTOM) 12 1/2'112 11r 6 1/4' 0 1/4-12 1/2' 5 t/4' - - 61/4- 6 I11V 3 (BOTTOM) 71/2- FIT 3 I/r 11- 9- 171/2-1 e V 4 1/2* S' 3 1/2* 7' r 4 C-) - 13 3 Ilr Ir e 4 11V T 6 Ile 2 1/2' 4 VOP) a. I If. - - 4 (BOTTOM 5 1/2 - 4 (BOTTOM) 7 1/2' 13" 13, 13* 1, 12" 1 /�2' 1 1/ W 7' CrOP) IT 1/2. r IT --- 17 IT 1V 7 1/2- 13- 9- 3 (TOP) IT 7 11r 110 7 15 1.,- 9 11r IT 9 1/2, 7 1/2 - IT r 5 (wrom) /r I IT u IT a I/r IT I/r 7 1/2,11 Ilr is' 7172. a W) r --T - 6 1/4-16 1/4-16 ILVIS 1/4- 1 6 1j!rj6 1/4 If (BOTT.. - - a 6 '/4- 6 Ile -.;:- is - 1 - I - I - It Ile iWitt.-I SEE SHOD I I MR ANC"M rfPE to SMCM MR 401ALLAMIS INIV 100013 MAC BLAUMIX mg&Am mC*M &VDMM Me INNUMN DOME MIANCE AIM MWAM ON THS SCIEDULL FOR ED. 1435 It" R&WIM 04 30113)LILE AMIDE ANCROP WCW BY "11MLYIND SPACING IPOIN ON SOGIDJUE for THE FOU000010 fAMRS MR ING 0140throOk TO GE POSWLC REDUCIII SPACING OM� USING FACT011 10141 W K I= THIIN MIM" SPACING MV490 FOR PICH ANOW TfPE OR IRS SCHICOULE, I/ V. 1/41. AWOM TYPE . 1. liamw 1 FRAVZ 0 poommmal: POO WOMM ANDMOR SIAOM 3 3 3 3 2 yr 2 1 *oKee" t) 3 a IMPAIRE1118) 3 31/2* 3,/2' 4 ADIUM. 0111011111MME (m) am 3" -T om an ow 31 too 140 SPACINGS WY VAUD EE A.1.0 ==I�S�USEDACER gr MIX DESIGN LOADS & MAX IS 22LJI A A.&D. OEM LOAD MIONNIUM PANSL LENGTH 40 PSF OR LESS 6'-S* * 40 PSF TO 50 PSF 6'-2- * 50 PSF TO 8D PSF 51-10* A MAX. PANEL UD#GTHS ARE 01$,y VAUD FOR INSTALLATIONS W/ SOUD SET MCHDRS & W/ (0 SPAM AT 12 1/2" D.C. INSIALLATION QUAILS FOR LIEE SAEETY PANEL (1) INTO POURED CONCREIE OR QONCRETE BLOCK $1RUOURES 1/4-0 TAPCO?j-- ED 1/4'0 TAPCON tSTING POURED 1/4# jATt--1 T VIRED ANCHOR 0 V D.C. 9=0. ANCHOR 0 91 D.C. KTREITE OR ANCHOR 0 9 D.C." AN% CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK REQUIREM REQUIFIED. REOURM. 1-4) 1/2' 1/4' 1/4* 1/2' 1/4' VAX. pm I* min. TO CLASS. ZT- 'to GLAS& EX CLASS ban GLASS a WPM "m LINGIN 040 T-111 It _J vim-. wx L. M4x v VAX pol"a LENGTH PAWL LENILTH PAKEL LENGTH 1eL --t.- 6' PANEL LENGTH (SEE ELEVATION If i (SEE ELEVA19 (SEE ELINIATION 0 (SEE r m ON Sm I., It ------ ON SHEET 12) ON 12) 0 ON $MEET 12) ARATION TO GLAS& 11 TO GLASS. L/2 ARM, EDA E.&A I- J� 0 a V'r 0 12 Vr OCI -J L Ea I .,--w 1-219. HEX MA HE, WS amn . 121 614 7c, "4) 1/4'0 '01 TAPOCIN 1 4,0 1 . ANCHOR of a, D.C. ANCHOR 0 9' D.C. ANCHOR 0 S' O.C. CONCRETE OR --mWOURED CONCRETE OR CONCRETE OR CONCRETE OR REOUM BLOCK -NQ P= REOUIRED, REOUIRED, REQUIRED. LCAM L�810011 jf=ION R-2A UMNAALS 0 REGULAR PANELS 0 MSAF�ETYFL e REGULAR 0 A9O"ANEL WAL6MNIGS W" MOMNGS oitoomw% SCALE 3/8-1- /4** At 18 FOR ANWORS __L_ M91410m 13 e SP04M effa wcm WOOD FRAME WWAt 41010111 311440111 00 NO. 44167 Mkmw ANCHOR SPACHNIS MO kMUW FLOR BUILDING CODE (Non High Voloct0*Ny NO cons Zone) MCI USUM ARE WIDICA10 ON INS 1C."," 00 3 vir 0= Tulm mc. rA SOMMIJUL FOR E.D. LESS 7HAN INDCA10 = 24 GAGIE CALVANIZED STEEL STORM PANEL ON SCHWkU RED= ANCHOR SPACING 3 STATE OF W MULILPLYING SPACM SNOMN ON AMW-MWMWMXQ FMM Az SCHODIAE BY TIC FOLLOWING FACTORIL I E� PRODUCTS, LLC. FOR INS OPERCIONTO IN POSSAILL 1,. 0,311 11LIEC01:911c. GLOUL PROTECT" wf� Ant atur WI: R"Na"Moxm 33314 2 11r 20-175 WOCED SPACING OBTAINED tAGN0 �AE snw FACTOR SHALL NOT OF LESS THAN - of am INDICATED FOR EACH IV; — 000=11�900 -Im PRIND ("4)M-IU% 1AX, DIM)IIIIII-SM ON THIS SCHEDULE 3 11r PX 5ZAL/30VJUWVM ch-awls rug 1 P-E I , .&W 13 Of 11 SHEET NO. SH 1.4. > 0 (3) "o C) (D C: 0 0 0) Cu = (1) =:3 -0 CU 0 -Cu U) 0 C= 0 L- CD- C 0 Cu 0 0 :.� CU LL +.- 0 Cu > Cn -0 w U) E ZO CU 2 F— Cu -0 . = . U) w mi fr%k�,' .s� E CN IC5 Cut �zz a_ :X- LAJ C2 -.F= Lu C= L� C= W C4 ru C2- E ;P. 2 E 0 INSTALLATION DEMILS EQR LjEE SAFETY PANEL (1) INSTALLARON DETAILS FOR UFE SAFETY PANELni INSTALLATION DETAILS FOR UEE SAFETY PANEL INIQ W090 STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES INTO MOD STRUCTURES 7T .7 vi! T7 1/4-0 TAPCON 1/4-0 TAPOON LWSIM POURED -T AjocKR 0 21 Dc. CONCRETE OR WOOD NEVER ANCHOR 0 9' O.C-, CONCRETE BLOCK CONCRETE BLOM HEADER OU, REAM REQUIRED. REQUIRED. Z RED 'p, 2 1\1 V ICON O.C� ANCHOR 0 V O.C. 1/4- 1/4- 4) r4i) -4) I J 4) H112- Y-46 L. (D MAX I ,,, 1/4- Ve 11r 1 1114' MAX 1/4' 11/4- ;r N' 1 1 / Loft, *--SEPA FC10 I TO 61 V: �� > aw* EX EXI of LA ?:WIf am r-0 EXIST! (UgE m fma GLASS , aaaww- i EX 0 v mox =9 L- PANEL LENGTH 9" IPANEL. I -v a Sm Ef= 11 0 1 / L[ '-j - L---. e. FAXEL =N ------- PANEL LENGTH L. (SEE EmmIm �-VL mm. ON SIM 12) (SEE ELWATION PANEL LENGTH I 'L* MAX� it PANEL Letam t* MK ON SHEET 12) 0L PANEL UDIM ON SHI�ET 12) ON SHEET 12) 0 PANEL LE)&'TH (SEE ELEVAI)ON (SEE ELEWTION 1 12) C"TION I 1 1 ON SHM 12) 5 (SEE ELEVATION I TO GLASS. ON 12) ON SHEET 12) a i < a J.-SH7 U) L,12 2 1-WIQ - 4 1* R:PARAT10w �4 1�� -01 TO QLASS� a I To CLAM ow- 12 EXISTING FOUR, 1, ExIsm POL 7 ED CONCRErf 0 CONCRETE 00 CONCA CONCRETE BLOCK CIE it= -7 - III L�'- �, I I ilvrw REQUIRED. E? L umis EEL N 12 MO. 1/4'0 TAVON 270- WOO 4'0 TAPCOIN 1/4'0 PANELVATE PLATE r) 0. NOR 0 It' OC. ANCHOR 0 9- OC. 0 9, CKC� PLATE Loom - REQUIRED .4�,WOW &A 6 121 C. AN STAORM W/ Sm STAGGERED W/ STUD REQUIRED L REOUM ANCIAATE PUX REOLMED _i/*'# PMELMATE PLUS Dc. ANCHOR 0 12 1/2' OX, 1)2* O.C. ANCHOR 0 12 WOOD WOW KATE WALL MOUNMO CD SM SHEEM 16 & 16 MR ANCHORE TYPE SPACSIG MR REQUIRED REWFIED st" 3/8 lit OGUUxrxw Nova wm Rome DJU)ML -9 P: W14" NO" SPOCAM AND UM" MW 011FIANCE ME 1111DINATEM, ON THIS SCHEDULE IN Ea I%$ THAN cu txs=Rmwe NCHN SPAOM By &4m ON SCHEDOLE gr THE JAI&Mfiffi N-AS R-law SAFETY PANEL FOLLOWING FACTO101. FOR TfeS OPERATION 10 BE POSSIOLF HMECUMLAMR EFAJNWEI§- ItEINCID SPACOG OBTAINED USING FACTOR SIALL Not WE FES m I= THAN 1101AN SPACING P0010 FOR EACH ANCHOR A04RECRULAWK OWNE go 9UFF. ZAEM _PWRE-L JuNhw-POMEL rm 00 IRS ScHmum NOS WALL MOUIoITINGS 114*. ilea ML SCALE 3/11-l' mom Tin - "now 6m w 3 3 FLORIDA BUILDING CODE (Non fth Velocity N cons Zons)l FLORIDA BUILDING CODE fton High Velocity NO Gone Zone). 44167 FLORIDA BUILDING CODE (N*n High Velocity H�u one Zone), 3 3 E. NOTES- < 24 GAGE "LVAMM STEEL STORM PANEL 44167 "M iki= w- 24 USE GALVANIZED STEEL STORM PANEL am wism, M. wpm ft 1. INSTALLATION ARE ONLY VAUD FOR &S.O. DESIGN gumm W. 24 CAGE GALVANIZED STEEL SIM PANEL 1. INSTALLATION ARE ONLY MO FOR MAX. KS,D. STATEOF --.,V ANAL STATE PRESSURE RATINGS (p ) AND PANEL LENGTHS AS DESIGN PRESSURE RATINGS (pm.f AND PANEL arm/mm z 111PIE C 0 ime. GL09AL PROTECT" PRODUCTS, LW- PER ELEVATION ON S4EmjfT IL C0118c, MAMPROT LLC. 10 Oi mc� GLOUL PROTECTION PRODUCTS. 11C. STATE Or 11JE LE14MS AS PER ELEVAMON ON HEET 12. 111P ECO, WOOD TILLM -Roo I 0, 2. FOR NEW WOW FRAME CONSTRUCTION. S 'low 40M 11,11. St STPW / 3fau kC ONE FL 33314 z r -t75 MEMBERS TO BE SOUITIM PINE No 2, W/ SPECIFIC 60-A10 a Mmrlorl MCRE DOW. FL 14 20-1175 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD 3w -- )BBB-75'A FAX (1501110-41111 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC am 20 .054 f20-1�J75 DENSITY OF 0.56 OR EQUAL .. now-. (W)SO-7saL (064)"wmomix DENSITY OF 0.55 OR EQUAL OR R110 �.iv/ ECTION PRODUCTS, ve POP-" 1-1 ok-00m 400z . I * P!�— of to I — -- Tim A. Pu am I I R --w wunt t MT, 01930 4 TILLAw.� OW % OF 18 omme -- '. offif "iF MAX PANEL L04M a 4/- 404 PA1. TYPIQAL EUMADON FOR SERIES 2099 E-Z MANG STORM EANEL(D USTEM M SCALE: 3/32'=l" 1/4' 144Pc GAP .141 .IN - LAST PANcLCD To BE INSTALLED AT EACH OPENING sNALL Atwxes BE PROVID W V4Lr ED rrM TO FACILITATE *WAUATION IF, INTEMM TO BE IN M INSIDE OF SMMK, M. M -Z HANG STORM PANEL SYSTEM CO Sp. �.. ftcwt TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWVS'1,1'E0O1,10ECTED TO 807TOM TRACK OTHERWISE A STOP BAR 0 PROVIDED AT TOP OF SUCH PANELS. (3). If END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST Or 1/4-9-200/4- M.S. W/ 7/Wox3/32� %NNG NUT ORL "/4OK3/;4 MI HUMBSCREW INTO TAPPED BOTTOM IR". N r" EAS MAY Be AT EITHER OF TWO EXTERIOR FLAT FLAMM OF END PANEL. (4), IN CASE THAT END PANELS ARE NOT CONINECTED TO BOTTOM TRACK (i.e. A STOP 13AR S ONLY USED AT TOP) AT LEAS, TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATEO ON Rom & ABOVE IN SUCH CASI� CONNECTION OF PANELS TO BOTTOM K MAY OCCUR AT ANY PANEL WCAMON. t INSMIAMONS ONLY VALID FOR WIND SPEED UP TO 170 rn�p,h. I I INAVENgINEERING ENGINEERING 1114F%F 111101% 1_":� IX 'Tl",�,"�F",L�-,�";,L�',�"I Page 2 of2 All American Shutters and Glass - 24ga Galvani Steel Storm Panels ENGINEERIP401 EXPRESSO P140DUCT EVAWATiON REPORT No 33% increase In allowable strom has been used In the design ofthis producL Separation from glazing Is riot required for Installations o0side of wind zone 4 and assentlat Isolates. September 15, 2020 Impact Resistance. Application Number. 17WO,l - R2 EX "act Numbor .1041543 Large Impact Resistance has been demonstrated as evidenced In previiiouary listed test report(s), arid Is accounted for in the engineering design otthis product. Product Manufacturer AD Arnedcan Shufte"S and Gtm Manufacturer Ad&ew: IW Donna Road Wind Load Resistance ftot Palm Beach, FL 33409 T act has boon,designed to Festal Wind loads as Indicated In the span achaclule(s) on the == Product Evehiation Document #,a. engineering droWng). Product Nome & Description: 24ga Galvanized Steel Storm Panels Large Missile Imped Resistant Installation This product shaiI be Installed In strict complance With Its respective Product Evaluation Document #.a, "Ineerfirpdrawing), along with all Components noted therein. Scope of E�mtuatlon: Product components shall be ofthe material speclied In that products respective Prodirct Evoluallon 7bis Product Evalustion Report is being Issued in accordance with the requirements of the Florida Document O.e- engineering draNvIng). Department offlustness and Professional Regulation (Florkle Builifing Commission) Rule Chapter OIG23-1005 ' FA C., for statewide acceptance per Method 1(d). The product noted above has been Limitations & Conditions of Use. tested arwor evsl�aurd as Summarized heroin to show conViance with the Florida Building Code Seventh Edition (2020) and is, W the purpose Intended, at Most equivalent to that required by the Code. Use of this product shall be In strict accordance with the respective Product Evaluation Document V.o. Re-evolualion of this product shall be required following pertinent Fforida WMIng, Code nxidlicatiom or engineering drawing) as noted herein. revisions. All supporting hog structures shall be designed to resist all superimposed bads and sholl be of a material isted In this product*s respective anchor schaelule. Host structure conditionswtiloh are not accounted for Substantiating Data: In this products respective anchor schedule shall be designed for on a afte-spechic basis by a registered professional engineer. . PRODUCT EVALUATION DOCUMENTS All components which are permanently linstaled sholl be protected against corrosion, contamination, and EX drawing 020-31543 tfflod'24ga Galvanized Sleet Storm Paneb (HVHZ & Non-HVHZ)', sheets 1 -5. other such damage at al times. n,o ad by E Express, Signed &sealed by Frank Berinardo, P.E.Isortiolegraipartofthis This product has been designed for we within and outside the High Volocky, Hurricane Zone (HVFLZ). E" tu�on R.=�Wdrig . TEST REPORTS Respectiftilly, Uniform $to* Structural porformance has been tested In accordance with TAB 202 test standards pat test reportiat #ST.ASG-1 7-OgI by Blec)w*w Testing, Inc, Large misefle Impact resistance and cycle loadnii performance has been tested in accordance with TAB 201 and TAB 203 test standards per tW report(s) #137�ASGA 7-001 by Blackwater Testing, Inc. STRUCTURAL ENSINEERING CALCULATIONS Structural engineering oalcolerflone have been prepared which ovalueft the product based on e "__%1 ____ ZY to the following comparafte and/or rational analysis quality design Criteria: .' 1. Maximum Allowable Spens 2, Minimum Allowable Spans 3. Minimum Glass separation Frank Beninardo, PE ENGINEEMNS &PRESS's 4� Anchor Spacing #PE0046549 I Cert. Auth. 9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 12 AvENus SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0661) 1 (866) 396-9999 (954) 354-0660 1 (866) 396-9999 TEANOENGI NERRINIS EXPRESS.COM TEAm*BNGiNEERrNGExPREss.com ENGINEERING EXPRESS. COM ENGINEERING EXPRESS.COM MM7.CA V. �X. -1-IL z A IOL401A T i6i N tv"! LIM M j T1- it A Ln z IS Ln 70 14.1 MIN MOUNT ,r6r n�-� ILL] 3� A" IT. o E OPMRPLIOPIWITOM GL�Um 0= ',A G INSTALLABON INT-Q DEIAILS F_QR POURED ONCREIE. CONCRETE SERIES 2QOO E-Z HANG BLOCK AND WD9D STORM EANEL 5IRUCTURES --I "VTAPCON REGOIRED. a jr O-C. 1/,r# TAPCON ANCHOR 0 12* 04� i4xi' HEX HEAD TEX EDGE O(NW PAN WOOD HEAM. AEOUIAM 1'1� 40' 10 HEAD TEK 0 FROM ED" OF 9 FIX t 1/2* 1141-20,t- F, 1 eAk r TO GLA&r- POP I* win. tire UMINUM POP RIVET PANEL am .J�i MAX PANEL LENGTH "'-SEP= To 11 MIA. OF V 1 ory "WMMF" In 11 U11:2r $ 14"�I. TrOON ANCHOR Ile* TAP�7w�N ANCHOR 0 121-6.r. POURED OR _L 1'4 Iir CONCRETE BLOCK ftuffitm. I A) I SCALE 3/8-1' SCALE 3/8-1" N' TIL INSTALLATION ARE ONLY VAUD FOR MAX. A.S.O, DESIGN MIN. PANEL.UENGTH HALL BE 2 _6" o.4 - * E FWRIDA 9=0 11.11M W_ BUILDING CODE LN9n High Velocity Hu 24 GAIGE GALVANM STEEL STM PANEL 9 Zone), 011,001 St. 1. PRESSURE +/ J. AND RATING - 40,0 p.s 61--0" VAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION., WOOD - STATE /T17LEC 0 ..'\ GLOM MTECWN PROI)UCTS, LLC. AM 20-175 MEMISM TO K SOUTHERN PINE No 2, W/ SPECiFtC DENSITY OF 0.55 OR EOUAL owma sw. ow is or to ALL AM RICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & KON-HVHZ) WIDTH UNLIMITED (PEW. to PANEL SPAN) IM, MAXIMUM ALLOWABLE 4 FrInk 'D'oe DESIGN PRESSURES-; wl -0� 5 NoTtD I N DEWN SCHEDULES DESIGN NOTES: S4 LATED PDSW�WN '; ;. rW��DESIIH3�"U VR� EMS ne Dr LNED PEIL F�IEI?RQ TE SPIGINEERINGIN RDANCE WITH THE WJMW15,1TD1�Cg E MO. I , t I vt a! RrA HIL 7 A NA r&%?l E SHALL BE LE _-.UI1_E'0'11';N&O-TrVE DESIGN P URE CAPACITY VALLI ES LISTED HEREIN FOR ANY - U :A ASSEMBLY AS SHOWN. GENERAL 140-FES: ' %j ni i TH"S A"E"OE"ON No 5 ?IN EDA NALLOL jM Ej.- V, I Un ACC D THE M OR ANC T E , _ ,,L, R 0 ED O'OF_ E HVHZ PER J'o I A I- I SHALL AN EA_ AND ALL- I..'. P E HICH MAY A' PRO B No. !I, A N. A.."All. �EREIN MAY A'� LED " GINEE"N.. A' SP IN A '. _ , E S BEEN I No �HCP-A SRS USED IN THE S TE THE A T 'R.'. H am-_ Q SU'ERsTRU & RE .. IS BE A PoNtIBLE FOR TNE T N. AFAC. TO DES WHICH SRALL BE�C�OTORRDXRAIMD� BY � , T , I , C1.1101110111"Aly IT NO c=7 4AP,0.01N, N 11 e'Ro"N A�LNR OR -A rA;UEoTED IN , OR SPANS C6N' M SIE it�. RA, T , NAS , NSAS GiRE&DEFLECTION _rtRALtERNATESIANCALCUtAT1 11A'BAR ANbVrOO� NOT PROVIDI FDA Asndftc �R no TIONS 0 1 gniUMATION .�L RE T� I'. IN ton'UNC17ON WITH TMS DOCUMMNT� 6. DESIGN PRESSOReS N TED HEREIN AKE BA56D ON MAXIMUM 7ME- ir V0AFE1YqF I A'6FASPTW1RS TO M! EgSAOTIM ENERS &HAL AUT, I N_RE5I5TARTKATERIAI,.AXD, HA OM NMR'�SPEMI' Poll ALUM DIUMSTRUCTURES' SEC 1 1S BY THE ALVICHIrk AWOOATIO'N�' INC-.� 1, AI�Y L, STA �Sklllt 'A ALL � BE t��,�CODES. k BE 24 6T 4� FORM TO AM MS3 STRUCTURA L QUALM ST. M A:�Mjl KSI. M A E $063 16 NUM ALLOY. wr -8 -- TY N 6) NON�C FWO CSN1rRETf,,W,�,LY` INSTALL ALL CONCRETE AN CHO RS PER _COM E D� HA BEA FV Tz- Ir THSCONTRACToRIS Mob I0i5TOIIr1%1ULATf1 11,10OLTVISCTALI 1- 0 INEEKSE 16 5XC 11rGN AS 0 (LOCATION MAY VARY) TF111511r110e11a11IEjOVA gT 011tk A. SAVES RM R iit -C'I'ISTT' "S INH1 PIbM A ERVAr OP PIT I�A.111�CATIOU3 MA"i'J"ICTO 'TRU90 ICES BEYD 11 THAT El' I (CON :NMTYPE MT AS A q IS CA I'=: 4L 1!'.Fl A'L�0%&FRPM 0 R OFIHIS LAN. M in t!011011 N, NO ADO DNAL Of ' A NS R A�T _L J_ I I I Ul IS. TMIS DOCUMEN'r SC,TrOM MOUNT [CONN-/ ($PAN 15ELOW 27. P E SH EP y MI IMUM OF (1) LABEL PER a OR TIM 121111AM, H IYPE AS REQ'D) OBSTRUCTION) FA CFrCH 4ALY4'-20STITCH NELS Y al!N �0 AS A B'10OWt4ITH WASHERED Ail 0'�.Q'TQ'2Nj'rAS I I FWRIGAMOOKTAPPRt LN MOER r 0 PROV THA' NNE TIONS WINGN1ITS FASTENED 0 ANCHEARe USED ANICICH $ 20-31543 OVERLAPS 0 MIDSPAN (USE APPROPRIATE SIIAN TABLE) VISIT ECALC.10131643 rMuMf 0 VERTICAL MOUNT ELEVATION Nz ECIV-T, 1.11-111`� /1� (NOTCHE� D PANELS) N.T.S. ELEVATION MUM ALLOWABLE SPAN SCHEDULE PAN tLb) 'p, PAO W �41 4 __jR_Q _1. ___Los in 2.16f. M'O 1. GAS ir�� 2.16 1" CA9PTA%t. 2. No SP=7PAN M S=IRW MffieN PAftft UE MATH I S G A E&TER MAk THAT N WEA PA R RASMIATIVE Prcii'=]o Ismo 1. 6.06 M 3 �SMCUOSUM�Uen` USED WITH, WROO,", MOUNTING CONDITIONS. ARIUMIED SP�TION ROM GLASS S� Off PER "11AR. 23SIO 4� ./-60 Sal IA 8.09M 2S3,41 FASTVd!R5*I2 �OROJrOr_ NUMor S=IMI WI�rAM PER 1/40 2AIn lut till. Mri, �j ill SPAN SCHEDULE NOTES: 131. ENTER $PAN, SCHEDULES WITH NEGATIVE ESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR I)SE WITH AD,=. POSITIVE LOADS LESSIMAN OR EQUALTO fif NEGATIVE OWGN LOADS. 2 VAHEL FA$TB4P-l.' ARE STUDS USED IN Ok COPOUNCTION WITH ALL MOUNTING EXTRUSIONS :J (11-TRACK. STUDDED ANGLE, VTC.)� USE 6.2S' ON IHSW Fla ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE- 24 CAUGS, PAMEM MINIMUMSTORM PANEL SEPARATION FROM GLASS (WHZ� WIND ZONE 4 & ESSENTIAL FACIUTIES) �MVM ALLOWABLE IN WATIONILM INSTALLA'"ONSQMTER 11-1-V ABOVE GRADE THAN W ASOVE�SAAOE IMF) 1-t-, ./-30 1 WgIn 5A61. 2 UMMENMU91M lam . . . . . . . ""Ua . . . . . . . 0011" ..... ...... mmwii5cm . . . . . . . . . . . . """MR . . . 02""M" OMMMLIM"Em . . . . . . . . . . . . Nommaxw=m" . . . . . . . . . 1RA . . . . . . . wIrm, V.I.TIM 4 T_rrWff.M T= r'"'R." lmrr"Vrm. 1, 1 "4� O.C, PANEL FASTENER SPACING TABLE VALUES FOR ALL *H1 ANO"It-HPADIERS (INCLUDING BUILD OUT CONOMONS)L 3. LINEAR I TBRPOLATION BETWEEN LOADS IS ACCEPTABUL OTHERWISE Use NEXT MESHERI LOAD No GLASS SEPARATION NOTES: 0 WITH POSITIVE DESIGN LOAD TO DETERMINE M041=21FA."Sr =111MLITION FROM THE OPENING TO BE PkOTECTW. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. BOTTOM 00� MID) INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE SIGHM COD-�AS LOAD AMD 1 FOR INSTALLATIONS OUTSIDE OF THE KVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN AM WIND ZONES I THROUGH 3, THE GLASS SEPARATION AND NO MINIMUM SEPARATION FROM THE 0 SPACING I" ANB_ AciAt MESS PAiw ?Q11NAL 63,89aS_ PANEL DETAIL L ONAL INTERLOR FASTENING DETAIL 0, 1 FASTENING 'a g W bz 7 07�-0,094] 14 GA mo T TYP. TYP- T 094" '4 - - � ]:==� Wflut. i'93G, "co 61 375IJ D62' Tni, "con 2.000' -5- Ts WI, 2'Wo. TYP. -ully -IF1 2" 2 "1 =�F4 vul- 1510, _31.31M)" MAX o 3113" 15611 M�� L �11 1h'A 0, 0,376" D.37W 35c" .3 i2.500" PANEL COVERAGE-- mrTT FITT Los DI OS 0.250' -0.0SV' -14.875' PANEL LLENUTH 5U. DIRECTION ".. B '� DS' AD eaw TYP TYP. 2� S &!r- -AC K TRACK 0.957' 0119o" U- RwEgnn TYP. OVERLAP 2S"MAX. 4" MAX� A CDANMC.�UPIEDETAIL 25" MAX. Ce U.1 =gUiT -7-2, 61 MBED W, 3,8211 1 .25' MAX- 11L M RAW A I Sao I g, 1 111. N. EMB 20-31543 17 Q ANCHOR SPACING 24 GA GE PANELS; PA FLFASTENERS A SCHEDULE: 0 i?_5 D.C. 314- EDGE DISTANCE U, 14 z i _; N" � 7 "a =q 1� "MR! AUCHO TY FI a C2 C3 t4 . ... ... .... w CA CZ 0 C4 ca ICZ C3 C4_ 1/4".rEMSED 33 41 48 Tz 1LE _jjjfL 12.51, i1A. 3" 16,011 JSO1 18.W 19.0. 16,1V 7'� 7;S" 6.9" 6,0" IZY' .. iz.5 JZ'SL la.511 IZS' 1�� 16.0 .. 1$.0" iezl- In" 16,10" 7,r 15.0 5'1� 14,7" S,V. 14.111 S.U. 141" 6.D. 12.5" 12.W. 12,5�' 12S" VMPYINN� -1.1 16;0" 14,7" 6.0" MAI 14.71, ..01� loin- .:a" EMS EMMMMOREM EEO EMWNEMEMMN��au 8 NA4. I. UZ C-1.0, 33 W�..Cw 41 48 72 JApL0M,CPS. 41 4B 5 Taz 1Z 5" MS" iz.51, 2.5. L2.5" I2.V' 16,01! 16.0' 16.0" L4 - 76 O_ 1.01 11101. 160 19.3- 16.0"ItA' 2G.U. 107 1&0. .:V. 103 8.1" 7.0 '. &V il.S" la 5� I 1;1.5" 1?.51! M91 Al.wl 16.0" 11,0" 640" 1120", i 3, 16.01, -.a,- 9;7" &6" 91 5,6' I., ". 94" Sr6" 9;z. rmm 12.51. 12.5-� 12.5" u'w' I 12,5�' 12.5'. 36�D' 111,1" 1,2" A,. L ., T'� 28. S.is: 16.'D. If.p" 3021, EM EM I Wj if 71111. W eN� 33 H 4;L W, KIRC; AS 75 zz 125' xzjg4� 7z_1' FPTE011 16,01" �4.6` A Q.- 7c" " 5�9"' 17E, 123' Iz.51. B;,1V'%Z.3" 1515" li.rl 4� ANCHOR NOTES: 1. ANCHOR 5CHEDU LE APPLIES TO ALL PRODUCTS'CERTIFIED HEUIN, Bill ONLY PROVIDES MAXIMUM ALLOWABLE ANCIfOR SPACINa MUM IN SPAN' SCHEDULE SMALL APPLY, 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENFq SPACING, THE EXISTING STRUCTURE E a bAN'H1RTYMe5ELECTGEI NLROTA�,l�INiP�6��RATE(IIQTILKIIO.IIHEQIEAALT..(�ALT�CITID�IICN "'T 0 IAL TTE NO CTSP N �Zj_e f A T, S VTT A SE LOA ICN�H RA A '5P N E 'ON 11CT TYPE BASSOON APPROPRIATEMOUNTING.00NMtON (5eEMcUNTINS,DETXI_SON �.R ENT VIC" OF CONNECTION TYPE). 1i TANEL R15TEI'�F1'.' ARE M DS USED IN CONIUNCTIONNITH ALLMOUNTING EMUSIONS (.1-1 5 DED E, EIC-1, .1 6.25'O.C. PANEL �5TENISRiPAMNG TABLE VALUES FOR 'F DjU ALL '.EA'=LVNCLUOING BUILDOU7 CONDITIONS), 4. ANCHORS SHALL 13E INSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, T UR LL 1"IR11 TO A57111 COD 5WIX, S WNIMUM9. TITH,'InE N. NCT597"N SCHEDULE, 6: OW LTC= i NCHOR 7- MFEMUM EMBEDMENT AND EDGE OISIAN CE CXCLU U CO. FOAM, BRIM, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 114� Z BY OTHERS TO ADEQUATELY TRANSFER LOADS TO KOST STRUCrURE. B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-.CRACKEQ CONCRETE ONLY. 9 WHERE 8WI%N�G STRUCTUTROEAIS WOOD �RAM�PIG, E)(ISTING CONDITIONS MAY �(Av. FrEUD FAt IISAR� IN 0E!QUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTAbu ONLY FOR "I D CLOSUkE PIECES. ID, WHERE ANCHM FASTEN TONA RWW PACE OF STOD' FRAMING, FASTEMP, SHALL BE LOCATED IN CENTER OF NOMINAL 2')(4- JMIN.) WOOD STUD %'EXE DISTANCE IS ACCEPTABLE FORWOOD FRAMING). WOOD STUD SHALL BE --,OUTHEFLN PINE'G=M5 OR GREA-TER DENSITY. LAG SCREW SHALL HAVE PHILLIPSPAM HEAD OR HEX HEAD, 11. REMOVABLE ANCHOR$ ARE: DEWALT PANELMATE� A1,L-POINTS SOUD-SET 4, ERASS HUSHING. 12 MACHINE StREWSS SHALL HAVE I/V MINIMUM �NCAGEMIE T,1,11PT 1.1EAD(8 NTC THF BASE III -Ao, TRuss W ANCHOR AND MAY HAVE EITHER A PAN HE A, SO T H A. r 13. MINIMUM EMBEDMENT AND EDGEDIGIANCE EXCL%U STUCCO MOTHER WAIFINISLH.', 14. 1111111 DESU;NATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 1-5- * DIRECr MOUNTING MOUDITIONS. IS. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 0 M W1,111,11,11 a WOW, r/H gz 1. 0 V11=1 1 /71771' a a ROOM// sill M, � VNE" rz///; /Offi/0% OR MWEEN TRIP � W/m/ N 7/� WO/1' 'Wffil� EM 0/11 E23VEX/ M1 M ca W11011011110 �zrW WWI. amammfflmlm� M cm KMMINEMMIMERM -P-MMANUENRA10FE 20-31543 c- C/) > 0 0_ 0-0 2 co -0 0 CL U) 0 0 _C0 -0 0 = ca. = 0 a)L_ C13 = 0 .0 - M LL . �b CU > Cn - .cn -0 a) In E CU 2 CU -0 '00- .= Cn CL < z z W nj C/) U) 0 L_ C/) 0 C: -0 co 0 U) M Lij z SHEET NO, SH 1.5_ CL) CD Cj E