The URL can be used to link to this page

Home My WebLink AboutREVISION 9-4-18OFFICE USE ONLY: r�,..DATE FILED: 'REVISION FEE: - �3 _ PLANNING & \CIF BUILDING & I le) is .-03-73 LOCATION/SITE ADDRESS: 3e DETAILED DESCRIPTION OF I REVISIONS: eD_ , - _ 1. __i I_ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: LUIA BUSINESS NAME: - 5 n L QUALIFIERS NAME: ADDRESS: CITY: p ,�' ST) PHONE (DAYTIME): :Z:Z " e OWNER/BUILDER INFORMATION NAME: I ° ADDRESS: ') fi F r� CITY: eS�" c PHONE (DAYTIME: - ARCHITECT/ENGINEER INFORMS NAME: -lohnI C', ADDRESS: lza6.5 CITY: 4—_ • li-yne PHONE (DAYTIME): _77-j- 36 PERNIIT # �&CEIPT # 3W aL 1 EVELOPMENT SERVICES iDE REGULATION DIVISION 2300 VIRGINIA AVENUE RT PIERCE, FL 34982.5652 (772) 462.1553 N FOR BUILDING PERMIT REVISIO ECT INFORMATION 3 RECEIVED SEP 2 8 2018 Lucie County, Permitting ST. LUCIE CO CERT. #: _. ► _ ZIP: FAX: STATE: b'2. ZIP: _64f_)(0 FAX: STATE: FAX: ZIP: SLCCC: 9123109 Revised 06130117 Rn'FVISION . I i; -7 f PAUL .Mechanical •Eiei 1984 S.W. & ' Port Sair Anne Dwelt VELCH INC. 4cal -Civil Engineering more St. Suite #114- Lucie, FL 34984 P.ECE V :7_Z) .7.85-9$$8 5 E P 8 �1' 3 nc@aol.com Sr. Lucie COuntY, Permitting September 26, 2018 Re: SEDONA DVELOPMENT ST. LUCIE COUNTY, FLORIDA PERMIT NO. 1710-0073; 1802-0531,1802-0532 To Whom It May Concern: Please be advised of revisions to the above referenced project as follows: 1. Revise lighting at front entry and wall packs at side of building to eliminate redundancy. Thank you for your attention to this matter. Sub itted by: PAUL ELCH INC. Paul W , P.E. Fla Reg No. 29945 PW:ns • t t • a � . .. ..•:' .: - .. ..:' � �t�'• � �.��;��"��;a `. �; ��"'"��,�'P39i�-y. . , . , Cefi#c1�n13 uleU:it1 %b1e'�iicuk�tari3 f6 Y y; . {bWs a i7ltltrisl7i1a>rtt�t 't�ealazt:�Jt!1n� 5}nlad a, No rrm31 "` �esF�r>V�11d S�a�d ----- I �n`.3'I` 191a M.G'35 �a�ltcrr11id1n#�a1Ztmt fi $u1�1.5EG'�� if7fl+g+rtsr 80i3a t # ay�ii71S7J � b'114911tGti5 � x741.1+1F.�1�r111Q��i_Y � - tog .. lVa1d> t7"dreWi1t&VVY`sltd:�i�lt5ift��%fl11#�fll� '�5it ,0 ... .. ¢tbdrei prod 1; Shtc4laa�su'#11 QiCtt',3't95} . �ilttli£5}` 1FaslrotF> F �lergt �Pa�i;i F. Tslrnsp+'QR �1'i�> �a53�he NTZ ��ta�83 E?u'du �1 �7h" 7 j`�Gra ,. �J.. G %A�Na Dss 1m mai 1PS1} c�9xjtxP3i t .1 • r3ard gY�iaa k' G138 b 2m B"Ya J3 9375b D �i#�3riti:' Ssy v15, ;. _ :..... t�d11 i kt ?d b! F tad 51 B it.7fiF ffi1fi 31Yq 12i :.. i2 171 .. 403.b , 9:7 0,6$ $:03::1r70 '1.,'9: }; C,16 . 2TF J l.2613, < : ,8 r:.;1$.: ;.07; f83" ,-16"r.. 1Q3.5: .U7. VAS11x1 2 M1 21 ..207 7i+: .164. 9ss. L, Ct*1: 1?4.: 4.s5 1s 'G.ts 23 289 c28 208 8y' 17J5 _ M ' 9,2 <5 ii r 0 S 1 r � s. 0;85 114 a>sa 3s 26i+ 223 ^atl3, :17# 159 -1Q33: a r r 1,1b1: 1 9 ::a.83 },d if'ts ¢0 ;' 110 7211 %ik7 1 . `17Ci ` t67 ' .: 403 b 7E `.ii4 %1,2 Y A 65 9 d L t2 �15 ,,,2SJ ` ; aft r ':.2i31 :. t131i t119 - 155 ; yC3 5 L.785 "t,f335 t 2 S5` 1::55 1,4. '.a to 'z0 843 :215 '1' 1? 11i 1ms^'. 15z _ •'1035 :':D81 1.I>�1. 1$7 55H.. 3 24d3 '' ' .213 - }P/ i90 }g5:.: .15s :: 1113<5 . a fi3 , i 11' 1.2E 'O'Bli 1,4 0:13 1243'a ,.,291 . ::14[t.: 1313. .^,1 ..-152< U 11,0 aPt3 ;•31:..:. "'1. 31 ;° : ' O,t :::: 178 , . •9 ? • 158 . ,138.:::...130. :.: c 1a 5 ::r . :12a: 1?4 : *-0• . # 1ainViant 5+1i3` ir�£i': Nb e�c1= 2Y "%R X d) 5;b" # dtl.. iililld ' sG7nr�gYf 1L11J$3? 2xad '2b9 st0i31., D#r81rilt1ge �71+7" �2;. 2!4 %, .. > :83':` 189 • .Oi85 233 : ,BCfe #90 1`89'111' 1 ? saG a 7 tia,: 1,Gg ores 1 g '9.1i 2t1 '• i 2 * • 204 1Er 183' 158 1d5 - aais pa 04 9 t2, 1:as 1 a 0:1d £i0 _ 238 ':. 200 1135 1$B< 155 ; 1d2.. ia0. D3 aF38' 1 8. D95 a 0;V 3 a 2 1 t 3? 15t .17� 462 140 flC ' ' 0 7} 1.C1 1. 9' Y G 3S 1,� 0,1& 3a 22?: 3�J4 ifl 1'?� •'15t1 ::134: Bb - D70 t;1.4 1.22 ?t:85 1.4 3:18 _ ". ?s3 ' tg ? • 17Yy3� 14ti r 1fiy? -iii1.1� ?as a„ i 1245 4:$5 `t,1 alo �:rY .'L1: ts'. r2.t 219 : f 38." .17% 11;8 1l5. 135 . HCE ' OE3 'I III 13"v toss 1 z 0.15 �o ,'21.4 386 ..:ii'3 .'1 . '1.4Pr 13v .e.1G:E .: a.as 1<70 1,21. tt#0 t7? :."•1'57 148 ' " 3? 122 ._ 11;: H4]tc11t3F'c ilk artR 7 t r1x �- 51'�181 x K137 e W13 abeo bYd1(�313 ssrev51 • '. blind :11 xxinu4ti Idwsp. r. 2XdV�utid a s qe1 3Y£1Y11#ng; 'i18'�tGk W$P; 58!%1#N' b 12 '3" . Tai? ,ti5 0;' 1 t>i : .1 ` t3+35 1.a:: G;w i1 213 ' 18E fi71 :165 143 < M-2 : BE.a ? WE 9 �i` 1 0:9; 9 a' :0.1v 25 210 .. 104 1G5 •1$5, 142 ' 1 s0 m53' sF QLN 12 < V vfia -1.,A, 0.1s' 8®. 21c� 180 16a 1fi5; 9:J 118 s5.2 D7 OM. 1;B' f' .085 1A 'CiP.' ?5' . :t1S ."' 177 103 161 137 126' �V,3 .' Q" ,Of:1 .Alf 0,85 fiJ ;f �1 175, i64 .158" .'1$5 125 �47 i a 1r 22 1 0.6 iA 01G: 48 '_ 201 1s2 tE9 158 '134 124 -biz - 8a Iiaas' i2� 1 a,83 94 is:18. 51I ' 11i6 -1"#3.. I56' `i59'` 132 f22 -s.? ilbt a 109:i ,2 1 a85 7.4 C;i ' } 105 155 `'16? 1'a1� 13�r 121 � •F=3 -5183 1_,Y6 1;2£1': 1. i0.9,� =1.d� :at1A .187 ".: '. 156 = ' 150 - :: •13D.. I A20' -M,3 D,Sb' i 3 : 1;es . 1 -a.SS t.h: `0:1a 100"?.:`..::I50.: ix2. ..'13 .' . 12d ::1'ia ."t0,i.. w5.3 U } :5 1.43: n>6Q Y. ;85 #-8 ,a,1x ilamteF.aat: M76 a:5' .. �>a r�nsxr2na rtlbryt! . rraevriif 1o_1tISi? IX4 i6 k0ming; 711;T16ick. �s>�a111in� 12 `2'08-.' -1188 . "171 .:.' �161 146' : '133. . o ;3 D.'z i?335._.. 1;65 fit Cfi . 1. a:BS '=i.J, _o:ia, ws An- '1137 : : M, : '1s2,_ . t3A.: a2,3 �? t 'a.� . ' 1 �.:. ;: as.= .144 '1�1:..: ' :20$ : ".170 '.. ' 184 :.181 `•.139 ` 127.: b: a C ? 6:b34 ' 1:12 a 95 14: D.18 s' .a3: 17s . °1�1 151 t3�3 tx= �w ay a:aa <1 t aas4 a:r�' `tea 'i 2i13 1"i5 •150 138 14` . '1?3 -r,2.3 �?1 � .01 1.i@ Y' na3 t.a a,°a 40' 9fl0:' 170',: 157 :: '7b4 93l' 122 82.3 0'tt 1 :1'34. 1 2 t 015 1.•1`'C.18; `•d; a5a=i 193 '168 1 a4 152� 150 � 1e0 • 12A. 121 110 -c �.3 6:3 Q41 t f. 177. 1: a53 1,4. a;is 55. I `"191 :: 165 153 ;t48 :"12$. 1; 9 K523 a,S t x,ss. t,Qa 1: ��-1 a.1ts :a.as".-tA <1:e C:16' �a:18. 163 152. ' 148 127' 11E -82,3 � 13,85 �� 2.53., 1:31 1Ptt1 :' }i6 13E- 130 ;: 121, 907. 1t;1: 82.3 0.5P ; 12611 '1.aa h i' 1 t - S:Q :G;i I Nelnlsf�anr, J15 8 Nm'8'x:t. rv8 1�3sfl x i 37rs #3i3 rib#rcf stair lend kGeir #'.iilfif te+eyrscl .1CVt'SP 2X4vrCsiO +4 20 Q?t 5�$81' ttatntng._ 7115•'4'.tCk 4dSP, she[+iii4ltg ': 1x •.. 0.15': 98-• 180 : 113A 134 139 1?? _5£i,Q F7 1 5,05- 1.03 MIM 1 0:85 AA ':!`18 20 IPB 1?5 ISO . 154._ 135 124 ec.0 07 ; 'a=} 1;'re 0.65 AA. a.M, l>j. 19B 171 t«�? 354 "133 1s2 5t.& 37 j i19A 1.12 885 1.1 t 1. 10 198 18B 154 154, 130 119 .r c a C 5a 1 ".a t . O Ci 1.4 h..1U 35 " 19d' 165 152' 151 128 110 1,:• Grp 1rv1 ,,q 1 G;_S 14 CLAM �'b t90 163 /f0- 148,. 128 11b t9 C7� j 1fia 22 1' OcV 14 C<1F' 45.. 187 161 149 145 125 115 _wLID h.,c51 :'ins', 1 t45 1 n,5;•. 13.55 44 1•z= 0.}c 0.18 ri0 t U4 159 147 143' '123 11d1 G 081 1 103 1 i.l7 : �u5` 1 . 182 i 5E ' • 1QB . '141 122 113 w£ 3 &1 j .1 :9 - 1,25 1 c as . 4, 0,18 :•. $L"` - - '180 161i 145 'i3fl - 127 "1"'2 . 5G;8' a.$'"r # 1:13 1 1.31 1 a'C5 ..1Ati,t$ "TMt49 .132' : ^z4 -:115: . 102 :9tS 3n s' 0,�? ? ° 1,2E 1 t a3 . 11.E=. 1 :C ss 1 •'1,b: °0:'.5 i - �ruv:>:1:ru.,vtizrrt�.rvat4 o;r�n�r=.a. r-+Y.0 HiJNTih+C�i�}ty?,�y{�e�rns�k�,:,GA azec�' BEP . Barrier BEP Blue Barrier Installation and Application Guide BEP Blue Barrier is a system of seamless fluid applied products designed to protect the building envelope. Approved assemblies and applications listed below incorporate the BEP Blue Barrier product line. These products when used as a system are designed to provide seamless assemblies around windows and doors, at penetrations through the structure and provide a proven air and moisture barrier. This breathable and seamless system protects the building envelope from air and moisture infiltration, increases energy efficiency, guards against moisture damage and defends the structu le from mold growth. BEP Blue Barrier Products: Blue Barrier Liquid Flashing 1110 Blue Barrier Joint Filler 2200 ,00 ue arne-riq d ap 2300 Blue Barrier Flash'N Wrap RG 2400 1.II indow and Door Assembly Wood / DensGlass: BEP Blue Barrier Liquid Flashing or BEP Blu are used in the window and door assembly. Wl must ensure the rough opening substrate is pre framing material should also be cleaned and all the window frame per the manufacturer and er prepared with BEP Blue Barrier Joint Filler. i backer rod installed prior to the caulking of the size. Apply the BEP Blue Barrier Liquid Flashing a return 6" to the face of the wood and/or Dense, applied with a trowel or BEP Flash'N Wrap R( dry to the touch within 15-30 minutes and th p,,Ii Install the window and/or door wit bead o installation is not on the same the installs as listed on the BEP Tech Data Sheet, to r unit is installed and r the required inspect the portion of a axed or painted frame on Barrier Li d Flashing at 12 mils from the unit mg sure to cover any gap between th S iaaram #1. e Barrier Flash'N Wrap RG and BEP Blue Barrier nt Filler ten preparing the opening for product installati , applicator pared and cleaned free of all debris and co minants. The sheathing and framing should be inst d properly to support gineering structural sped iicatio Any voids should be ill voids in excess of a/a of a c should have a closed cell joint. Set the backer r -o industry depth based on the joint BEP Flashrap RG from the inside corner of the buck to ss wal 12 mils. BEP Blue Barrier Liquid Flashing can be c�xrRfi"e applied with a roller or chip brush. The coating will be Jemng is now ready for installation. BEP Blue Barrier Joint Filler behind the flange. (If the must wipe down the original coating with an approved solvent, hove dirt and debris between coats.) Once the window or door )n, the installer must clean and scuff the nail/installation fin and ie window or door unit to be coated. Apply a coat of BEP Blue rner of wood frame to cover the scuffed fin and the frame of the fin and the frame. *Note not for use on Borate treated lumber. Diagram # 1 www.BEPproducts.com BEP Blue Barrier is a OMINUS Trademark of Cfr f i Revision: October 1, 2013 Page 1 of5 .(&BEP Blue Barrier - - Cconcrete/Maso ;-D Ensure the concrete is prepared and cleaned free of all debris, contaminants and residual oils from form boards. All voids should be filled with BEP Bl> a Barrier Joint Filler. All voids in excess of 3/4 of an inch should have the appropriate sized closed cell backer rod set to the appropriate depth. The bucking material and/or opening must be prepared and installed as required by the window and door manufacturer and/or the engineering specifications. Apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG from the inside corner of the bucking to the outside corner of the block wall at 12 mils. On the concrete assembly, it isl not necessary to carry flashing to the face of the block. BEP Blue Barrier Liquid Flashing can be applied with a trowel, roller and/or chip brush. The coating will be tack free within 30 minutes of application and the opening is now ready for installation. Install the window and/or door with a bead of BEP Blue Barrier Joint Filler behind the flange. (If the installation is not on the same day, the installer must wipe down the original coating with an approved solvent to remove dirt and debris between coats.) Oncelthe window or door unit is installed and after the required inspection, the installer must clean and scuff the nail/installation fin and the portion of any waxed or painted frame on the window or door unit to be coated. (Apply a coat of BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG at 12 mils from the corner of the block or poured concrete to cover the scuffed fin and the frame of the unit making sure to cover any gap between the fin and the frame creating a seamless barrier. See Diagram #2. BEP Blue Barr�ieer is a Trademark of DDMINUS "It #2 www.BEPproducts.com i Revision: October 1, 2013 Page 2 of 5 it Ulm ll ee P01YV' ", Data t .. BUILDING SOLUTIONS NIG11$TURB:'0.N4°AIR S'rC1P NgR� Description Poly Wall Blue Barrier'" Joint Filler 2200 is a structural adhesive and detail sealant used to fill voids and seams and to bond dissimilar materials. Joint Filler can be applied to surfaces and substrates that have been prepared per the Poly Wall Blue Barrier Application Guides. Blue BarrierTm Joint Filler 2200 is part of the Poly Wall air and moisture barrier system. Features/Benefits • Large joint and seam filler/Bridges gaps up to %" on multiple substrates • Superior shore hardness/Prevents filler wear and tear • Exceptional adhesion/Bonds to multiple substrates Non.-sag/Creates a better and cleaner application bead • Environmentally friendly/Solvent free, isocyanate free a low VOC • Advanced proprietary technology/Provides superior 'adhesion •-Wet surface application/Bonds and cures in wet conditions • -Class A surface burning rated /Provides added fire - protection against flame spread and smoke development Approved Applications Window and Door Installations Mechanical Penetrations Flashing Details Voids in Multiple Substrates I Application Methods Use sausage gun with applicable tip to achieve desired bead of material. When bonding to surfaces, ensure the surface is clean from dust and debris. When applying joint Filler to other Poly Wall Blue Barrier Products, the initial product must be cleaned with approved solvent and brought back to tacky. Surface temperatures must be between 33°F-100°F. I Approved Solvents Mineral Spirits Denatured Alcohol VM&P I T Methyl Acetate (VOC Exempt) I IIi • f www.poly-wall.com Pg 1. I I � i Packaging Options Size Part Number: 20 oz. Sausage Tube BB 2200 Joint Filler - 20 OZ 2 Gallon Pail BB 2200 Joint Filler - 2 GAL Typical Properties Cured Properties at 21 days: Hardness, Shore A 60-70 Tensile Strength 250-350 psi Elongation 215-250% Tear Strength 40-50 psi Peel Strength 59 PLI UV Exposure 9 Months Uncured Properties: Tack Free Time <45 minutes Cure Rate 1/8" —16 hrs. Note: Cure rates will vary based upon the relative humidity of the application environment. VOC Content <30g/ liter Dilution and Mixing Apply as packaged. Do not dilute or alter. Product Color Blue Blue Barrier Joint Filler is a trademark of P®Ivdtaard` fr°xi fBEP k. fBlue Barr 2.Penetrations of the Building Ey Use BEP Blue Barrier Joint Filler with BEP 1 seal around all penetrations in the building en of 3/a of and inch must be filled with closed cel: backer rod and/or foam is set at the appropri; around it with BEP Blue Barrier Joint Filler, minutes, and then apply BEP Blue Barrier Lii penetration. Using BEP Blue Barrier Liquid least 4" around and onto the penetration. See Diagram # 3. A' lue Barrier Liquid Flashing or BEP Flash 'N Wrap RG to ielope. All gaps and voids around the penetration in excess backer rod and/or closed cell expanding foam. Ensure the to depth to width ratio. Scuff the penetration and caulk )eing sure to carry it onto the penetration itself. Wait 15 uid Flashing or BEP Blue Barrier Flash 'N Wrap to the lashing or BEP Blue Barrier Flash'N Wrap RG, coat at Diagram # 3 - I I I + BEP Blue Barrier is a www.BEPproducts.com� Revision: OctoF.er 1, 2013 DOMINUS Trademark of DW» -IMY.i Page 3 of 5 t 0 M. Planning &Development Services Department s Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462- 5 TS Certification for Design Load Compliance NOV Z g p 9 2017 Project Name: Project Address: ZI� ...... Permit #: Occupancy Type: Construction Type: , INSTRUCTIONS FOR USE: • This certification must be completed, signed, a • Submit (2) copies for residential,. (3) copies for o New Residences (single or multi-famil o Residential Addition o Any accessory structure requiring a bi o Any non-residential structure. * Note: Form not required for interior renovation. certain minor building permits at the discretion of sealed by the design professional of record. . ,nmercial with all permit applications involving the following: Iding permit provided that no exterior structural elements are affected and ie local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Code Fifth Edition with 20,(!k Supplements using ASCE 7-10 2. Structure Designed as (check one): ✓ Encli sed Partially Enclosed `� Open Lew-r !`Z� 3. Risk Category: _I II III IV Exposure Category: XB C D 4. Design Wind Velocity �( mph L ASD LRFD End Zone Width: 5� ft 5. Mean Roof Height I I. ft I Roof Pitch: j_:12 Parapet: ___<D ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone : I I - 3R Zone 2:Z m�1 Zone 3 `f _< one_4: 0,e.�JS� .`Zone 5:�io.— (?ZGarage: I 7. Design Loads: Floor: PSF Roo ie :: PSF Roof/Live:'Lo Balcony: PSF Dock: _ PSF Deck: PSF Stairs: PSF Fence: 5 e1 PSF Railings: PSF 8. Were Shear Walls Considered For Structure? I ✓;Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? fYes Not Applicable Explain Why Not: `. I 10. Design Soil Bearing Pressure: 15 Oc,PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie Coun 1 avo_ce _ ify t at structural elements depicted on these plans provide adequate resistance to the design f rc`ese specified:-`0 >p �� °° Prin# Name Cert # & Co. Cert Auth. re Da�te,°�Sear) �T ..... , ;C �- Company Name & Address Revised 3, 46� e FBC 2014 Residential TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIG OF 30 FEET LOCATED IN EXPOSURE $ (pgf) I4 b, c, d, 9� f, 9 ZONE EFFECTIVE WIND AREA (feet-) Ultimate Design Wind Speed deft{mph) 110 115 120 130 140 150 100 180 200 1 10 8.9 -21.6 9.7 -23.8 10.5 -25.9 12.4 -30A 14.116.51-102.-, .316.5 -40.5 18.7 AM 21-1 -58.3 29.3 -72,0 1 20 8.3 -21,2 9.1 - 3.2 9,9 -25.211.6 -29,613 15A -39.4 17.6 -44,9 22.2 -56.8 27A -70,1 1 50 7.6 -20.5 8 3 22A 9,0 -24A 10.6.28,612.,2 14,1 -38.1 16.0 -43,3 20.3 -54.8 25.0 -97.7 1 100 7.0 -19,9 7.7 -21.8 88 -23.7 9.8 -27,8 113 13,0 -37.0 14.8 -42A 18.8 .63.3 23.2 -65.9 2 10 0.9 -36.6 9.7 9.9 10.6 .43.6 12A -61.014.216,5 -67.9 18.7 -i7.3 23.7 -978 29.3 -120.7 2 20 8,3 32.8 0.1 -36.1 9,9 .38.811.6 -45.6 13,9 16A -60.7 17.6 -69,0 22.2 -87.4 27A -107.9 Roof > 0 to 7 degrees 2 50 7.6 -27.6 8.3 -30.1 9.0 32.710.E -38.4 12.,5 14.1 -61,1 16.0 -58.2 20.3 73,6 26.0 -90.9 2 100 7.0 •23.6 7.7 -25.8 8.3 -28.1 9.6 -33.011..213.0 -43.9 14.8 -50.0 18.8 -63.2 23.2 -78.1 3 10 8.9 -65.0 9.7 -21.8 10.5 -65.412A .76.814..016.5 -102. 18,7 -116. 23.7-147.2 29.3 -3 20 8.3 -45.6 9,1 -212 9.9 -54.2 '11.6 -63.613.8 15.4 -84,7 178 -96,3 222 -121.9 27,4 -150.5 3 50 7.6 -33.1 8 3 •20,4 9.0 -39.310.6 -46.212.514.1 -61,5 1fi3O -69.9 20.3 -88,5 26,0 -109.3 3 100 7.0 -23.fi 7.7 -1918 8.3 -28.1 9.8 -33.0 11.2 13.0 A3.9 14,0 -50.0 18.8 83,2 23.7 -78,1 1 50 10,0 -18.610.9 -30.911,9 -22.213.9 26.018,1 -30.218.5 -34,6 1.4 -39,4 6.7 -49.9 32.9 -61.6 1 100 8.9 -18.1 9.7 27810.5 -21.512.4 -25,2 14.3 -29.316.E -33.6 18.7 -38.2 23.7 -48.4 29.3 -59.8 2 10 12.5 -34.713,7 -56.}1 14,9 -41.317.5 - MA 20,3 -56.2 23.3 -64.55 6,5 -73,4 33.8 92.9 41.5 -114.6 Roof > 7 to 27 degrees 2 2 20 50 11.4 10,0 -31.912.5 28.210.9 -52.4 -47.811.9 13.6 -36.016.0 -33.613.9 -44.6 9.4 %6 16.1 -51.7 -45.718.5 21.3 -59.3 -52.5 .2 1.1 -67,5 -59.7 30.6 26,7 -86.4 76.6 37.8 32.9 105.5 -93.3 2 100 8,9 -25.5 9.7 -44:010.6 -30.3 12.4 36.6 14,3 41.216.6 -47'.3 18.7 -53.9 23.7 -68.2 29.3 -84.2 3 10 12.5 -51.313,7 -23 814.9 -61.017.5 71,E 20.3 -83.1 23,3 -95.4 28,5 -108. 33.6 -137.3 41.E 169.5 3 20 11.4 -47.912.E -22!6 13.6.57.1 16.0 67,0 18.5 -77.7 21.3 -89,2 24.2 -101 A 30.6 -128A 37.8 -158.5 3 1 60 10,0 -43.510.9 29!011,9 -51.B 13.9 0A 16,1 -70.518.6 :81,0 121.1 -92.1 26.7 -116.6 32.9 443A 3 1 100 8,9 -40.2 9.7 -19,810;5 -47.912.4 -56,2 14,3.66.1 18.6 -74.8 18.7 -65.1 23.7 -107.7 29.3 -132.9 1 10 19.9 21.8 21.8 -271.8 23.7 -2a.9 27.8 -30A 32.3.35.3 37.0 40,5 42.1 -46,1 63,3 -58.3 6E.9 -72.0 1 20 19A •20.7 21,2.26.E 23,0.24.E 27.0 -28.9 MA -33.5 36.0 -38.4 41.0 -43.7 51-9 -55.3 64.0 -68.3 1 50 18.E A9.2 20A -25.0 22.2.92.8 26.0 -26.8 30,2.31.1 34.6 -35.7 39A -40.6 9.9 -51.4 61.6 -63A 1. 100 18:1 =18:1 19:8 23 8 21:5 =21:6 25:7. -25 2 2iJ.3 29:3 33:5 -53:5 38:2 =38:2 48.4 -48:4 69.8 -50-8 2. 10 19:9.26.6 21.8 -27A 23.7.30.3 27,8 -35.8 32.3 -41137.0 -47.3 42.1 -53.9 63.3 -68.2 65.9 -84,2 Roof > 27 to 48 degrees 2 2 20 50 IDA 18.6 .24,8 -22,9 21.2.20.6 20A 25.0 210 22.2 -29.0 -27.2 27.0 26,0 34.0 -32.0 31 A 30,2 -39.4 37.1 38.0 34.6 45.3 42.6 41.0 39A .61.6 -48A 61.9 49.9 -65.2 -61.3 64.0 61.E -80.6 -75,6 2 100 1&1 -21.8 19.8143.8 21,6.26.9 M2.30A 29.3 -35.3 33.6 40.5[41-.2 21-46.1 48.4 -58.3 59.8 72;0 3 10 19:0 -26.6 21.8.27.8 23.7 -30.3 27.8 -36.6 32.3 -41.2 37.0 -47,31 -63.. 63,3 -68.2 65.9 -84.2 3 20 19A -24.3 21.2 -26.6 3.0 -29.0 27,0 -34.0 31 A -39.4 36.0 -45.30 •61.6 61.9 -65.2 64.0 -80.6 3 50 18.E -=9 20A -26.0 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.6A -48.4 40.9 -61.3 61.6 -76.6 3 100 18.1 -21.819.8 -23.6 21.6 -26.9 25,2.30.4 29.3.35.3 33.6 -40.62 -46,9 48A -68.3 69.8 -72.0 4 10 21.8 23,6 23.8 -25.8 25.9 28.1 30A •33.0 35.3 -38.2 40.6 -43.91 -60.0 68.3 -633.2 72.0 -78.1 4 20 20.8 22.6 22.7 -24.7 24.7 -26.9 29;0.31.6 33.7.36.7 38.7 -42.10 -47.9 65.7 -60.6 68,7 -748 4 60 19,6 -21,3 21.3.23.3 23.2 26.4 2L2 -29.8 31.6 -34.6 36.2 -39,7 46.1 62.2 -57.1 64,4 -70.6 4 100 18.5 -20.4 20.2 -22-2 22.0 -24.2 26,9 -28.4 30.0 -33.0 34.4 -37.8 39.2 -43.1 49.6 54.5 61.2 -67.3 Wall 4 600 16.2 A81 17,7 -19.8 19.3 21.6 22.7.26.2 26.3.29,3 30,2 -33.6 34.3 -38,2 43.6 -4BA 163.71 -69.8 5 10 21.8 29.1 218 -21.9 26.9 -34.7 30:4 -40.7 35.3 -47.2 40.E -54. 46,1 -61.7 68.3 -78,0 72,0 •96.2, 5 20 20.8 -27.2 22.7 -29.7 24.7 324 210 -38.0 33.7 -44.0 38.7 -50. 44.0 -67.6 65.7 -72.6 68.7 -89.9 5 50 19.5 -24,8 21.3 -26.9 22.2 -29,3 27.2.34.3 31.6 -39.8 36.2 45. 41.2 -62. 52.2 .65.8 64A -81.3 5 100 18.E -22.6 20.2 ,24.7 22.0 -26.9 25.9 -31.6 30-0 -36,7 34,4 -42.1 39.2 -47. 49.6 -60:6 61,2 -74.8 5 500 16.2 -18,1 17.7 -19.8 19.3 -21.5 22,7 -26.2 26.3.29.3 30,2 43. 34.1 --- 43.E 48A - •69.8 k 2 I 2/ en cm w � ƒ m "Florida Building Code Online 11128/17, 5:07 AM C 0 NON (( V^ BCIS Home Log In ; User Registration Hot Topics Submit Surcharge I Stats & Facts Publications ! FBC Staff . BCIS Site Map E links Search , A Ma r Product Approval :USER: Public User - Product Approval Menu-> Product or Application Search > Application List > Application Detail Emu rK �kZ? FL # FL242-R21 Application Type Revision Code Version 2 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature t Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency i Validated By I Referenced Standard and Year (of Standard) I Equivalence of Product Standards Certified By I I *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 jrosowski@pgtindustries.com Windows Horizontal Slider Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquusDrhuM3DGCgL7x9PPaiMoKfVdZKagdM%3d Year 1994 Page 1 of 4 `Florida Building Code Online 11/28/17, 5:07 AM t Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option A I 09/07/2016 I 10/17/2016 10/17/2016 09/25/2017 FL # Model, Number or Name Description _ T 242.1 HR - 210 (Non-Impact)I Aluminum Horizontal Roller Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL242_R21_C_CAC _16-0629.02.pdf j Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date f I Impact Resistant: No 04/05/2022 ! Design Pressure: N/A j Installation Instructions j Other: Please see the Miami -Dade County Notice of FL242__R21_II_16-0629.02.odf I Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: — 1242.2 _ I HR - 510 (Impact) I _ _- _ WinGuard Vinyl Horizontal Roller Window _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242_R21 C_CAC_15-0612.14.odf , I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data i Impact Resistant: Yes 02/17/2021 Design Pressure: N/A Installation Instructions I Other: Please see the Miami -Dade County Notice of FL242__R21 U15-0612.14.odf i Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: j ? information. I Evaluation Reports Created by Independent Third Party: HR-- 610 WinGuard-Aluminum Horizontal -Window (Non -Impact-) ��2'42233 Roller �'�' Limitf s of Use Certification Agency Certificate TI Approved for use in HVHZ: Yes FL242_R21 C_CAC 16-0714.14.odf i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions 1 Other: Please see the Miami -Dade County Notice of FL242_R21_II_16-0714.14.pdf I Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER. I anchorage details, and anchor type, size, and spacing Created by Independent Third Party: f information. I Evaluation Reports Created by Independent Third Party: r 242.4 HR - 710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate I I Approved for use in HVHZ: Yes FL242 _R21 _C CAC 16-0714.13.ndf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2021 j Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242R21_II_16-0714.13.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: j information. Evaluation Reports ! Created by Independent Third Party: 1 242.5 - 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242R21_.-_.C_CAC16=0714,10.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date y I Impact Resistant: Yes j 11/01/2017 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquUsDrhuM 3DGCgL7x9PPaiMoKfVdZKagdM%3d Page 2 of 4 'Florida Building Code Online Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242_R21_11_1&z271.4.SQ,p_df ' Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. -- -- _ V — Evaluation Reports Created by Independent Third Party: 11/28/17, 5:07 AM 242.6 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R21_C_CAC 16-0714.15.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R21_II_16-0714.15.pdf Acceptance. (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. I Evaluation Reports Created by Independent Third Party: 242.7 HR-2710M (Impact) 2LT HR-2710M PVC Horizontal Rolling Window Limits of Use —_ Certification Agency Certificate Approved for use in HVHZ: Yes FL242_R21_C_CAC 15-0528.23 M.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/23/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242_..R21_.ZI_15-0528.23 M.pdd Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. (2-lite XX only) Evaluation Reports Created by Independent Third Party: 242.8 HR-2710MI (Impact)I �— 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R21 C_CAC _13-1125.03 MI.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/23/2020 i Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of i1 FL242. R21 II_13-1125.03 MI.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: i information. (2 lite XX & 3 lite. XOX), " _- --_-"I Evaluation, Reports.-."_ Created by Independent Third Party: 242.9 1. 0 (Non -Impact) ! ^ _ Vinyl Horizontal Roller Window Limits o 'se — Certification Agency Certificate Approved for use in HVHZ: Yes I F242_R21_C CAC 16-0714.18.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242_R21_II_16-0714.18.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER I anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510 (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, 1 anchorage details, and anchor type, size, and, spacing information. Vinyl Horizontal Roller Window Certification Agency Certificate FL242 R21_C CAC_16-0714.17.12df Quality Assurance Contract Expiration Date 09/24/2020 Installation instructions FL242 R21 II_16-0714.17.pdf Verified By: Miami -Dade BCCO - CEP. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.11 j SGD - 770 Window (Impact) Aluminum Horizontal Roller Window ---- _----.... ._.....-_..-------._....------.!.._._.. .... - --- --.--_......_.. ...._._— ..... __._.._......_..--_ _ • ! Limits of Use Certification Agency Certificate https://floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEVXQwtDquUsD'huM3DGCgL7x9PPaiMoKfVdZKagdM%3d Page 3 of a M IAM PD1ADE _ 6 DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION O ICE OF ACCEPTANCE.(NOA) GT Industries, n 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicab materials. The documentation submitted has b Product Control Section to be used in Miami I Having Jurisdiction (AHT). This NOA shall not be valid after the expiration Section (In Miami Dade County) and/or the Al to have this product or material tested for qua perform in the accepted manner, the manufactu immediately revoke, modify, or suspend the usi reserves the right to revoke this acceptance, it Section that this product or material fails to mee This product is approvedasdescribed herein, < DESCRIPTION: Series '9 R-5410" PVC Hi APPROVAL DOCUMENT: Drawing No. M through 15 of 15, dated 05115115, with revision sealed by Anthony Lynn Miller, P.E., bearing f the Notice o cce ta.nce number and expiratio MISSIL IMPACT ETE1NG.;:N::on�je LABELING: Each unit shall bear a perman model/series,- and Tbll"6V-,viiig stateinerit-"Miamn noted herein. MIAMI-DARE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SVl% 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wwn•.miamidade.Eov/economv rules and regulations governing the use of construction reviewed and accepted by Miami -Dade County RER - e County and other areas where allowed by the Authority late stated below. The Miami -Dade County Product Control f (in areas other than Miami Dade County) reserve the right ity assurance purposes. If this product or material fails 'to er will incur the expense of such testing and the AHJ may of such product or material within their jurisdiction. RER it is deterna.ined by Miami -Dade County Product Control the requirements of the applicable building code. 7d has been designed to comply with the Florida. Building Window — -HR5410-01 titled "Horizontal Roller - NI", sheets 1 dated 05/05/16, prepared by manufacturer, signed and Miami -Dade County Product Control Revision stamp with date by the Miami -Dade County Product Control Section. label with the manufacturer's name or logo, city, state, de -County Product Control Approved", unless otherwise RENEWAL of this NOA shall be consideredlafter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur a] in the materials, use, and/or manufacture of of any product, for sales, advertising or any to comply with any section of this NOA shall ADVERTISEMENT: The NOA ntunber followed by the expiration date may be disl displayed, then it shall be done in its entirety. the expiration date or if there has been a revision or change product or process. ]Misuse of this NOA as an endorsement er purposes shall automatically terminate this NOA. Failure cause for termination and removal of NOA. ;ceded by the words Miami -Dade County, Florida, and ,ed in advertising literature. If any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0903.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. ' The submitted documentation was reviewed by Manuel Perez, P.E. MIAMNDADE COUNTY M�VUZI o , NOA No. 16-0714.18 Expiration Date: September 24.2020 Approval Date: September 01, 2016 Page I PG T Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller - NP', sheets 1 through 15 of 15, dated 05115115, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal' spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at i nsull ted glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact 'Pest per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510-PVC horizontal sliding v indows, prepared by Fenestration. Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous A01M No.15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51b Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA AFo.15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). A'iani�el P e P.E. f Product Control xa iner ✓' NOA No. 1 r'71.4..18 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12.1i120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16,120. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATE 1. ' ta`tement letter of conformance, complying with FBC-5th Edition (2014), date August 28, 2015, issued by ni�nufacturer, signed and sealed by Anthony Lynn Miller, (Submitted under previous NOA No.15-0903.11) 2. Statement letter of no financial interest, dated August 28. 2015, issued by manufacturer, signed and sealed by Anthony Lynn. Miller, P.E. (Submitted under previous NOA No.15-0903.11) 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0903.11) 4. Proposal No. 16-0125 issued liy the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. I5-0903.11, issued to PGT Industries, Inc. for their Series "HR-5410" PVC Horizontal Rolling Window - N.I., approved on 09/24/ 15 and expiring on 09/24/20. Mannel erez,.. . Prodtnct Control Ex' m' er NOA No. 16-0 14.18 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-2 25 ANCHORS, SEE—,_ Lt— 12-314"MAX. O.C. 1-114" CLUSTER DETAILS SHEETS �'` '-�{ I SEE SHEETS \ I _ B. SEE A'IAX. —�i 9-13 _ D. SEE 2S ANCHORS. SEE 8'MAX. L.—_`. ............� I r �SHEET I I SHEET4 CLUSTER DETAILS SHEET 5— . - e' MAX. A. SEE I._ - 10- MAX.. _ ._.__._ __._._. _ C. BEE �. 10' -'_._ _._._._ .... i. SHEET3t I SHEET4i I I t I� Iy i E,SEE, ._ �'I I A C SHEET31 I N 19- / I IY 72• EQUALLY / I - MAX. O.C. MAX.I I �/ 1 MAX EQUALLY SPACED ANCHORS PER r ' � / I —T BUCK BU SPACED) / TABLES 13.19 i f ; I r HEIGHT // I I HEI ANCHORS PER) I / SEE �r �/ j TABLES 13191 / SHEETS JJJ i I 7 �i J 9-13 � I I X ....., I 8' MAX. 1 �: __ I 8' MAX L ............_ - I SEE SILL I' _'_' L SEE SILL �, ...- �• I !I i I I I WEEPHOLE,_1 4' O.C. --1 W MAX WEEPHOLE I 71 ' WEEPHOLE_•� I 4"O.C. 3"MAX. I1'� S EDETAILS,ET3 I BETWEEN —y ` - _I! gH7a BETWEEN L._� I D DETAILS,—� NEEPHOLES 6 PHOLES TSHEET3 ---• 75" MAX. BUCK WIDTH --I 75- MAX BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL SHOWN AS OX CONFIGURATION FRAME -SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HYHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 41 ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 51 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1i4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED SYTHE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA: ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEAIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSIIAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS' X • 4 V DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR LEVEL, SEE SHEETS 6-8 IMPACT RESISTANCE —1 (-.-- 18'94'MAX. O.C. MAX. O.C. I I l --+- B. SEE SHEET 3 i ill. E MAX BUCK I . HEIGHT 15.6T 0 X MAX. O.C. 4'C.C. BETWEEN I _ WEEPHOLES B 3• MAX. --- 140" MAX. BUCK WIDTH -------- —�1I ELEVATION FOR TYP. FLANGE FRAME SHOWN AS- trCONFIGURATION X !2014_ELORIDA BUIING 06t%' LDFBO), $TFi EDITION a ASTM E1300-09 I •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 • A I S I -S 100 -071S2-2010 GENERAL NOT ...:..._......_........ 1 �•.-..-�-^ ELEVATIONS................................. 1 FRAME. GLASS & ANCHOR OPTIONS ...........................- 2 INSTALLATION, FLANGE & EQUAL LEGIBOX................. 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL.... ..... ........... 4 GLAZING DETAILS ........................ 5 DESIGN PRESSURES .................. 6-8 ANCHOR QUANTITIES ................. 9-13 EXTRUSION PROFILES & BOM.... 14 ASSEMBLY ..................................... 15 PRODUCTREVkSED as,, nplyiag with Ihv Florida 13t41dir-Code , c, a, toac4 Pb «•O ►4.18 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. CONFIGURATION XO,XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND " :. Revised ey: Date: Revision: A ADDED SPACERS k'r::a(tonDeta �AZD 2) KNOWING YOUR FRAME TYPE, WINDOW (OX. REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING _ J R O5/O5/1 G TO SHEET S. Or v/'1 v'e'v�t Gras TABLES 6-12 (SHEETS 6.8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING _ `Rndda Revised By Gate: Revlelon: OBTAINED IN STEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION - DesufP GENERAL NOTES & ELEVATION Drown ON" J ROSOWSKI CONDITIONS.. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13.19 (SHEETS 9.13), VERIFY THE ANCHORISUBSTRATE WILL MEET 0.. • �• I6I6 '- dV REQUIREMENTS FOR YOUR OPENI'IG'SCONDITION FROM TABLES 2OR3, AND THAT ALL MIN. REQLIREMENTSFROM THIS • 1070 TECHNOLOGY DRNE N. FL f;tle: HORIZONTAL ROLLER- NI Dale: 05/15/15 SHEET -SET ARE MET. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION. '" 7-•'•"•,•' :-• USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS, ,_ , ��.'. •�'..�-' P.O.VENB. 29 P.O. BOX 1529 Sedm/Model• Srnle: HR-5410 NTS Sheet: 1 OF 15 Dmwing No. M D-HR5410-01 Rev. A NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE,' A. LVNN MRCI=R. P.E. NOKOMIS, FL 34274 INTEGRAL FIN OR EQUAL LEGIBOX). SEE FIGURE B ON SHEET 2. P.F.tt 58705 CERT. OF AUTH. �29296 TABLE l: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) GLASS TYPES 1 A 3 MAY NOT BE USED IN THE 14VHZ ABOVE 30'. 1 314• I.G.: 118" A Exterior Cap + 1/2" Air Space + 1/8' A Exterior Cap 2 3141 I.G.: 118" T Exterior Cap + 112" Air Space + 1/8' T Extedor Cep 3 314" I.G.: 3116" A Exterior Cep + 318' Air Space + 3116" A Exterior Cap 4 3/4" I.G.: 3116" T Exterior Cap + 3f8" Air Space + 3/16" T Exterior Cap SEE SHEET 6. TABLE 5 FOR GLAZINC40ESIGN PRESSURE/ANCHORAGE INDEX. Group Anchor Substrate Min. Edge Distance Min. Embedmenr A #10 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southem Pine (SG=O. /16 law, Steel, A36' 3l8" 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.D451" (18 Ga.) Aluminum, 6063-T5' 3I8" 0.050° 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 13/8" Concrete (min. 2.85 ksi) 1" 11318" Ungmuted CMU, (ASTM C-90) 2-1/2' 1-1/4" B - - #12 SMS (steel, 1&8 S.S. -- or410 S.S.) -- P.T. Southern Pine (SG=0.55) 911 S" 1318" Steel, A36• 3/8" 0.050' - Steel Stud, A653 Gr. 33" 318" 0.0451" (18 Ga.) Aluminum, 6063•T5' -3i8'- -0.0631- 13/4" C 1/4' steel Ultracon Concrete (min. 2.85 k8i) 1" Ungmuted CMU, (ASTM C-90) 2-112" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 13/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2' 1-3/4" 114' steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1_W8" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2.112" 1.314" D 1/4" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" P.T. Southem Pine (SG=0.55) ( 1" 1-3/B" 114" steel Aggre-Gator Concrete (min. 3 ksi) 1-1/2, 128" 1/4" steel Aggre-Gator P.T. Southem Pine SG=0.55) I1" 1-318" Grouted CMU, (ASTM C-90) Z. 1 2' Group Anchor Substrate Min. Edge Distance Min. Embedmenr E 2-112" x .131' Common Nall P.T. Southern Pine (SG=0.55) 318" 2.7/18" 2-1/2' Ring -shank Roofing Nail P.T. Southern Pine (SG=0.55) 319" 2.7/16" F #10 Trusshead SMS (steel, 1" S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 1/2" 13/8" Aluminum, 6063-T5' 3/9' 0.050° Steel Stud, Gr. 33' 3/9' 0.0451' (18 Ga.) Steel, A38' 3!8' 0.050' #12 SMS (steel, 1" S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9716° 1.3/8" Aluminum, 6063-T5' 318" 0.063" Steel Stud, Gr. 33' 3/8' 0,050' Steel, A36* 3/8' 0.050' TABLE 4: INDEX OF INSTALLATION METHODS PER FRAME TYPE Frame Types (sse Rg B) Glass Options (sae Table 1) Installation Candl6ons Substrate option Detail Sheet J-Chamml pit) 1-4 Through tits integral In...... ....Into 2X Wood FramelBuckstdp - &heel 4, option 5 ....Into Metal - sheet 4, optiona Through the frame 'eNti(r.W ....Into 2XW00d Frarre/Buckstdp- sheet 4, option - o ate -sheet 4, _ Fla a (02) 1 - 4 Through the frame of the window...... ....Into 2X Woad ramelBudkstrip - sheet 3, option 1 ....into ConcretelCMU - sheet 3, option 2 ,,,,through 1X Buekstdp Into Concrete/CMU sheet 3, optlon 3 Wb o Metal -sheet 3, option Integral Fm (#3) 1 4 Through the integral In...... ....Into 2XWaoammdiB d s-e9M3.dfAFo ....into Metal -sheet 4, option ' Through iha frame of the window...... ....Into 2X Wood FramelBuckstrip - sheet 4, option 6 ,,,,Into Metal -sheet 4, optbn 7 Boz / EquaFlag (i14) 1.4 Through tiro frame of the window ....Into 2X Wood Frame/Buckstrip - sleet 3, option 1 ....into ConcretelCMU -sheet 3, option 2 through 1X Buckstrip into CoruretelCMU -sheet 3, option 3 ....into Metal -sheet 3, option 4 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.FOR STEEL STUDS, MIN. Fu=45 KSI & MIN. Fy=33 KSI. -UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED FIGURE B: FRAME TYPES CMU APPLICATIONS. INSTALLATION NOTES, SEE SHEET§_3 A.4 FOR ILLU9TRAT1014S: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBE... AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABL 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/P' THICK ARE T BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS 2/ 4 _- -- i FLANGE B X OR UAL• LEG Ci=__ 1�j{�,."�in)=7 J-C(fllH��tt_-AN�NYE�L/�J� fn� Im..JrL--s' -ti INTEGRAL FIN -i i ROOtIL'T RE`:ISED c, r4yi.g •.with the Finridn F.•"d' r " mg _+- Revised By: Dora: Ravt+ion:�iW.'><tin .IJete • .- jrQ�lllL�l btieni -:.d: Pr.>;5•r.: 9 . ru< Revteed W. Dote: Revlaion: 'MIN. OF ', GLASS/ANCHORS/FRAME OPTIONS Drown ey: J ROSOWSKI T. -ADS BEYOND THE METAL , •. , - - 1070 TECHNOLOGY DRNE Tit/e: OoM: SU85TRATE.FOR N. VENICE, FL 34275 HORIZONTAL ROLLER - NI 05/15/15 STEELSTUDS, MIN. Fu=45 KSI & MIN. Fy-33 KSI. - A.'L`6NN MILLER, P.E. PEN 58705 P.O. BOX 1529 NOKOMIS, FL 34274 Sartea/ibdaF. Seale: HR-5410 NTS Sheen 2 OF 15 Droving No. MD-HR5410-01 Rev: A CERT. OF AUTH. #29296 A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SCREEN ASSEMBLY DETAILS 8. OR(84)—' EXTERIOR FRAME ` r? ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6-8. SASH ASSEMBLY DETAILS 1 EXTERIOR ATTACHED TO SASH RAIL TABLE 21: Egress Lock Big of Material # I Pan# Description Material 100 7MC7024 Multi -Point Lock Operator Cast Tne 101 73340 Operator mounting Plate Steel 102 72015 Mukipoint Lock Keeper Aluminum 103 72D214 Multipdrt[ Lock Guide Nylon 104 22D217-221 Tie Bar Length Varies) Stainless Steel 105 71024X12HFX #10 x 112" HH MS Stainless Steel 1D8 78X1FPAX #8 x 1" Ph. FH SMS Stainless Steel 107 78X75FP rx #8 x 3(4" Ph. FH SDS Stainless Steel ATTACHEDTO �03 FRAME JAMB EGRESSLOCK DETAILS 1 \ (NOT TO SCALE OPT. AUTO LOCK 0ATTACHI FRAME OPT. SWEEP LOCK wick am Ftarida 1ED TO a JAMB 1070 TECHNOLOGY DRIVE IC 34276 MITERED FRAME WITH v INTERIOR AND EXTERIOR I - I �� FRAME WELDS N. VEN E, FL (941)-480-1600 CERT. OF AUTH. #29296 .. • .. ._ .. ' . • A. LYNN MILLER. P.E. P rm salon Ravtsed W. Date: ReHaton: Ae.{xd By: Data Revfeten: Deer tpiion: EXPLODED WINDOW VIEW Drv.•n sr. J ROSOWSKI Tr#a HORIZONTAL ROLLER - NI Date: 05/15/15 SeA Iad h Scots: HR-5410 NTS Sheet 15 OF 15 D/alr7nq No. MD-HR5410-01 Rev. A INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH EDGE DISTANCE. -I SEE TABLE 2, SHEET 2. FRAME INTO 2X WOOD ....— FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. FLANGE EMBEDMENT �� --`__- I #10 OR #12 STEEL FRAME — SMS(G5), SEE SHOWN TABLE 2, SHEET 2. __-- [O LL 1 IT114'MAX SHIM a I VISIBLE LIGHT HEIGHT DADE APPROVED MULLION, -{ FBC COMPLIANT ALUMINUMJSTEEL FRAMING OR STEEL STUD. MAY BE FIXED VERTICAL OR HORIZONTAL, LITE SEE SUBSTRATE PROPERTIES, TABLE 2. SHEET 2 BUCK IGy — j HEHT EXTERIOR 1 -�`— VISIBLE i (21 OR2)OR� ) f LIGHT ((SSHEETS E8) tt HEIGHT EE TYPICAL FOR i ALL SASH-; L .- OPERABLE SASH INSTALLATION (21)OR 22 OR OPTION.A SEE INSTALLATION NOTES SHEET 2 '(-gEE A ETS ANCHORED THROUGH TYPICAL FOR FRAME INTO METAL I I�— 114' MAX. SHIM / 19 lt6 30) OPERAS) FIXED ` LITE WIDTH "`_�p( VISIBLE I`—`�, \_(5 EXTERIOR FLANGE j ~1 LIGHT WIDTH FRAME 173t-- (J) :J `\�14/1 SHOWN (24;OR`2OR�� (SEE SHEETS 6-6) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL ----- BUCK WIDTH HORIZONTAL SECTION A -A (OX) (30 %....` .`�16 ;fig-------- +. OPERABLE -/^ j11�\ ��:✓)�, /� OPERABLE SASH 40 \ \�\ /�W �I_ �, SASH L•--I_ FIXED VISIBLE _ r •._! 1_ J� - ' If VISIBLE V_. ` LITE LIGHT WIDTH �.?� _ �.��\ -_ — LIGHT WIDTH �. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X " BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, SHEET 2. 1/4" M�A-X{SHIM {.—. EMBEDMENT � 28 EDGE rL�l' DISTANCE 44 TYP. ANCHOR TYPE, L' I Fl/ EMBEDMENTAND '\ EDGE DISTANCE PER . SUBSTRATE, SEE �]E TABLE 2. SHEET 2. EQUAL / LEG FRAME (1) AT*MID-SPFROMIOFINTERLOCK SHOWN �� (1) 3-12FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILESAZWLS ALL aL �— ) 43 —7N y FLANGE- Ft.l I III°�......................_.»._•_.._„��1'�_.__( _�� !181 �.-\ a�,,.:.-4,� �_) FRAME h — ,l Sf_v�,_ WEEP "• ._ 1j '� t I _1 SHOWN J \8 • -'L h C =�,,, Y87�N L, t3I7O�`6.0CHE`T— ` Iti }fd�l f•�� szJ �-,( --1.3_dl,f amI `�'..__{'\✓' VISEXTERIOR /�LE425;ORWIDTHLIGHT 1-114'X 1/4'-' (SEE SHEETS 6-8)TYPICALORAL , ? (a Y tlb" MAX 'XOX" FIXED MEETING RAIL ......-......-.._.........._.— .__....____.._...._.._.. BUCK WIDTH ---__....__. ___.._. �. PiiOCUCf REVISED �I Y SHIM HORIZONTAL SECTION E-E XOX� FRAME ctm ' inpwifhtik F'!nrids .t_.... yI� — Suildin '3 L INSTALLATION AS PER SECTION A•A ABOVE SHOWN E Oxie ---_. A—pt— M, I& 0 14. IF, EOUALLEG - -T--!- 'T ° C-Nie�i Dote wooI} ' RoWed By: Dafa: Revision: FRAME SHOWN I:I. HY • EMBEDMENT - \;im I ncT cl*nl...onmd�- INSTALLATION Revl:ed By: Dote: Revision: OPTION 2 ANCHOREDTHROUGH ! " FRAME DIRECTLY INTO i 1 ° Drown Dy. CONCRETEICMV. I _� EDGE r :7. Ds.. iption: TYP.aNDIioHrvPE. PIS' IBLELIGHTFORMULAS (t b I� (6 FLANGE BEQUAL-LEG/BOX FRAMES JROSOWSKI EMBEDMENT AND EDGE ,—,% _V_ERTICAL (EQUAL-LITE, XO & OX) 1070 TECHNOLOGY DRIVE T!Da: Date: DISTANCE PER SUBSTRATE, 4.P WIDTH: BUCK WIDTH 12-4-114' N. VENICE, FL 34275 HORIZONTAL ROLLER -NI 05/15/15 SEE TABLE 2, SHEET2 SECTION B-B +"- HEIGHT: BUCK HEIGHT-7.114' P.O. BOX 1529 NOKOMIS, FL 34274 S—Ie fodetr Srnle: Sheet Droning Ne. Rev. A.,LYNNIMIL7ffiP.E. lk 507D5 P.E.#CERT. OF AUTH. 029296 HR-5410 NTS 3 OF 15 MD-HR5410-01 A INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES I INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 (`1 /OR(3OR�23 WOOD FRAME OR BUCKSTRIP. SEE LLATION NOTES SHEET 2 SEE INSTA INSTALLATION OPTION 5 ANCHORED THROUGH FRAME (SEE SHEETS 6$) NOTE 2. SHEET 2. ANCHORED THROUGH INTO METAL (INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X Imo- EMBEDMENT FINIFLANGE REMOVED) 'XO' OR'OX' SASH WOOD FRAME ORBUCK• _ r.STRIP. SEE NOTE 2. _�__._ �,--I- EDGE i 1/4' MAX. SHIM `19 16 301 EDGE SHEET 2. T DISTANCE --_, 73) J /� OPERABLE 431-• \ 1 v j ��.--_"�` �. 20` _ DISTANCE -_.�' _.....� \ �v SASH l I I11I1 -CHANNEL i #10 OR 412 STEEL FRAME SHOWN f1 - 1 SMS (G5), SEE 1 r ITTT'�"` J.. TABLE 2, SHEET 2. ��'(28 TYP. ANCHOR TYPE, '7- o".IL- Uq ` -I y--� I ,-(1 1 4 r• J, I _ �I I EMBEDMENTAND E GE DISTANCE L 1/4' MAX SHIM 4 II --. FIXED I VISIBLE I _ '--'L I / C� SUBSTRATE. SEE PER ), r �� ; LITE ff TIP. ANCHOR TYPE, FIN AND/OR i I (� _I,r•--I -"1 I— \ _ UGFiT WIDTH I I I �I I '�EMBEDMENT AND EDGE FLANGE :MAYBE I! (SCREW SH0 ) I I j I DISTANCE PER SUBSTRATE, REMOVED INFIELD-•-M--•---------- __ w W- j-•. SEE TABLE 3, SHEET 2. ' I o II FIN TABLE 2, SHEET 2. l IWN �L= +I� .! 13 f OL_..JII__.-�� I �� ' �i42 EXTERIOR SHOWN DADE APPROVED MULLION, / !- _ ,� VISIBLE i LIGHT WIDTH •� �\ �- T •-! 29 r FBC COMPLIANT � I 73 }-/ ALUMINUM/STEEL FRAMING (•✓ 24)OR�2 fOR% ��-- OR STEEL STUD. MAY BE --' VISIBLE FIXED VERTICAL OR HORIZONTAL. i (SEE SHEETS 6-8) TYPICAL FOR ALL } I 'XO' OR "OX" FIXED MEETING RAIL LIGHT I LITE SEE SUBSTRATE PROPERTIES,_- BUCK WIDTH INSTALLATION, HEIGHT i TABLES 283, SHEET 2. `2/ORSJ J' ANC PTIOTHROUGH HORIZONTAL SECTION C-C (OX) i 1 (SEE SHEETS 6-6)� -- - I- - - - - - - !- -- - - -- -- -- I TYPICAL FOR FIN INTO METAL _L--- J----.(,i 29 - l - _ 16,I1 r FLANGE MAY BE REMOVED) 128,�(16) _/1 - ;-I-ALL'XOX'O --- ( - -- E - ,i• n OPERABLE ! u �I` (20L OPERABLE SASH _ I BUCK EXTERIOR I -r- 1,--i. r- -.`.-- SASH ��`� �\ I SASH _ ( #100RN125TEEL _ HEIGHT Ij. I -)�- I C37_39i�, _fie -\ , � ;VISIBLE i i ' i r•) ^r • -`� G� -� - o TAB 2 SHEE72. (21 )OR' 22;OR(23 } LIGHT ; l I ( OPERABLE '—' �`� 8, 0 "-~ �-' HEIGHT ?1 'I 1 _ � TMS (EG5), SEE of Jr (SEE SHEETS 6-8) I i` SASH '-,I II ��{i ii� — _._.___._.__.. �I ✓li•• f I \ j TYPICAL FOR I i i j,IJ� } FIXED "hH ALL SASH-.. 1_— ' i 16) �I-JI- l-1 I VISIBLE ` - _ VISIBLE �_I �I I •-' i �. I `.� -7 LITE JZ= LIGHT WIDTH .'G_JI iL:. L 86 LIGHT WIDTH �/ i�' L ,I ../JI I OPT-JA... I I ......-.-,- ........ `L ....-.,................_,... ..} FIN -11 (/� i 1 ' 10 WEEP 1r--.. I ��r'--' -!rjiI6'I;j •�-157�,:' HOWN OTCHES VISIBL� EXTERIOR e)ORt`}..1 -J"i•C..iF 73, ANNELLIGHT WIDTH -�141 1.114•X 1/4'- (SEE SHEETS 6-8) TYPICAL FOR ALL FRAME 'XOX" FIXED MEETING RAIL - SHOWN -� BUCK WIDTH % _.._ 33) ; _-c=' -' 1 �f '-� N F F XO 1`RODCiCF (tEV1S60 �3. 1/4'MAX HORIZONTAL SECTION - ( X) �s+:•�md;r!oa��o-�:F:�ls;1 HO --•- :-� '�-)j��j-�; -;1 1 SHIM (1) AT MID -SPAN OF INTERLOCK INSTALLATION AS PER SECTION D•0 ABOVE "° ° �Igj 1-- ----- s'-I-.. _ 4a aPlnaa.I�a 4.%Ow (1) 3.12' FROM EACH SASH FIN FRAME _ _ _ t 43I Ea vstu:n DaPe ~ -"' T v CORNER AND (1) AT CENTER OF Rwleed By: Date: Revision: SHOWN -- -- _, SASH STILES/RAILS r TYP. ANCHOR TYPE. ••+ _ Z i ,adc P +mr Oorta EMBEDMENT AND ReNaed W. Date: ReHsion: EDGE DISTANCE PER -�• - " (fj''' EDGE DISTANCE • - ,',• �. SUBSTRATE. SEE SEE - -- %--'j----`—' TABLE 3, SHEET 2. -ay EMBEDMENT Imo- �p1rn �' ,/tt : r,:. - Rj Description: visleLE LIGHT FORMULAS C{ �� Ib - J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE, XO & OX) 6 ••.'• !' Date: ANCHORED THROUGH INTEGRAL FIN SECTION D-DWIDTH: BUCK WIDTH f ' - - • • 1070 TECHNOLOGY DRIVE T�De: - INTO 2X WOOD FRAME OR BUCK- - HEIGHT: BUCK HEIGHTTA/4'" i "• ' � • N. P.O l BOXR2i59 75 HORIZONTAL ROLLER - NI 05/15h 5 STRIP, SEE NOTE 2, SHEET 2. i..•("( ,.: j.�•-,., -',\ NOKOMIS; FL 34274 Sedes/1lodeL• Seole: Sheet• Dmwina Na. Rev. A. LYP.E.#ILL67D5 P.E. CERT. OF AUTH. #29296 HR-5410 NTS 4 OF 15 MD-HR5410-01 A P.E.# GB7DS SILICONE STRUCTURAL Pot EN 1ia•NOM. WITH DESICCANT EXT. GLASS ��76 KODISPACE 4SG TPS ,�-,•INT. GLASS ALUMINUM REINFORCEMENT J- /[L� 5/16' NOM_ BUM DESICCANT — FOAM / ! j DURASEAL® EXT. GLASS /� •��' t�SPACER INT. GLASS HOT MELT BUM - -STRUCTURAL SILICONE - ` ` •� 3/16" NOM. FOAM �+ WITH 1, +11 -- DESICCANT ,,'• �; , EXT, GLASS �SUPER ./ ci SPACER''"'NXT <r= —INT• GLASS POLYISO- DESICCANT FILL AREA BUTYSENE � �.-.5116" NOM. I� .,%/—SILICONE SEAL ROLL -FORMED _ rI STAINLESS STEEL I ` (,;,,,XL EDGE""' EXT. GLASS );��'li�% 7`ISPACER •�/.r` INT. GLASS Part# Description Material 76 Kommeding 4SG TPS Spacer System 77 Quanex Super Spacer nXi With Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 314"NOM. {�-- 1 /8" A GLASS -- 1 /2" AI R SPACE — 1/8" A GLASS— �XT EERIOR GLASS TYPE 1 3/16" A GLASS — - —\ 3/8" AIR SPACE--, 3/16" A GLASS -� s C] EXTERIOR 0 1• ,1&3-- GLASS TYPE 3 314" NOM. l 1l8" T GLASS — 1/2" AIR SPACE 118" T GLASS --� Gj EXTERIOR 176� GLASS TYPE 2 3/16" T GLASS — 3/8" AIR SPACE - 3/16"T GLASS - Ca EXTERIOR NOM. GLASS TYPE 4 ' r TYP. GLAZING DETAIL IOM.GLASS TYP. GLAZING NOTES: PltoDu r REVISED"A"=ANNEALED nx—plying with:ha Plerid. T = TEMPERED O." fta C,,1e AcceP,_ IG-6 14 11, :...: • . i :. Rav d W. Date: Revlelon: E rate Dme Al ADDED SPACERS, J R 05/05/16 MOVED CLSTR. DETAILS. B0 '"- ReW—d BY: Dote: Rension: %kani eNode'ct fL--- ..• :- ® Dexription: Drawn BY: GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE 7111c Date: N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW - NI 05/15/15 �.`• • P.O. BOX 1529 NOKOMIS; FL 34274 Serlee/Alodep may; slret: Orvri7 H.• Rer. ••�•A.LYNIJ ta14LER; P.E. CWr. OF AM. #29296 HR-5410 NTS 5 OF 15 MD-HR5410-01 A P.E.IX 59705 TABLE 5: Index to All Design Pressure and Anchor Quantity Tables C4nflp. Max. Width Max. Haight T G�� ReiRl. La1el DWga Plessula AnchorQmalfty TeWe k Papo 9 Table x Pape A OX 54' 1 1 8 6 13 9 2 7 6 14 9 83' -kraal - 15 .._._10 - 7S 54' f 2-4 \ -1 6 6 13 9 "` 63, 7Z' 7 f0 T 15 70 4 11 8 16 10 XOX 120, 83' 1 3 6 7 17 11 1qR 83' 2-4 7 .s 7 18 12 4 12 a 19 13 TABLE 6: Gleam Ty pas 1_q Design Pressure IbsKe forXO or OX Windows a ( ) Relnl, Lswi Rt WhWm Buck Height 30' 36' 48' S4' 25-1/2' +65.0 -100.0 +65.0 1 -100.0 +85.0 -100.0 +65.0 .100.0 28' +85.0 .100.0 +85,0 •100.0 +65.0 A00.0 +85.0 A00.0 36' +65.0 .100.0 +65.0 .100.0 +65.0 •94.2 +65.0 -81.8 m 42' +05.0 -100.0 +65.0 -100.0 +65.D .83.9 +65.0 -72.4 48 +B5.0 -100.0 +65.0 .100.0 +65.0 -16.5 +65.0 -155.8 *65.0 -100.0 +85.0 -100.0 +@offfA, +56.5 -56.5 75' +86.0 •100.0 +65.0 -94. +60.3 �0.3 50.0 �0.0 TABLE 7: Glass Types 1-4 Design Pressure (lbslit2) forXO or OX Windows Reiff. Laual RZ Wiad-Buck Helphl 30' 1 36- 48' 1 54- 25-irr +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 0 1. +65.0 -130.0 +65.0 .130.0 +65.0 .130.0 +65.0 .-•11733100...,80 3S +65,0 -130.0 +65.0 .130.0 +65.0 418.5 +65.0 .109.5 42' +65,0 -130.0 +85.0 -130.0 +65.0 -91.7 0 d2.4W 1. +65.0 -130.0 +65.0 -129.4 +65.0 -85.9 +850 -728 Saw +65.0 -130.0 +85.0 4 U5 75' +850 . -109:5 +65.0 -94.9 +65.0 -72.9 +65.0• -65.5' ANCHORAGE - *w+-iu rurc uusa I Tres 11 SEE TABLE 14 FOR ANCHORAGE FJI I I HEADER •--y �- 4' MAX. O.C. �- - SECTION DETAIL SECTION DETAIL i FOR WINDOWS WITH ! 21 FOR WINDOWS WITH O 21 I \ / i LEVEL Rt REINFORCEMENT LEVEL R2 REINFORCEMENT 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLYTO ALL I HEIGHT CLUSTER DETAIL _ _ _ _ _ FRAME TYPES & FRAME TYPES & CONFIGURATIONS) - __CONFIGURATIONS) a 21 1 'I-� - .C)- A-- - - - - -i. 4'MAX. O.C. i '+- I f --- - EX OR I- I SILL /4-ANCHOR r r �ro crILJI CLUSTER DETAIL (� --- WIDTH WID SASH WIDTH •- sasH `i L T, MEETING RAIL D I MEETING RAIL 4' MAX O.C. �4-_.25 21 �21 C 1 0 JAMB F --.OR (JAMB EX1ERtxt _-_......... o '- e :RODI!CT RC•VISjD 3-ANCHOR 3 - - �7 asxmnPlylagvriNtlxFnxda iiuildi0 Ca`.e J CLUSTE... NOTES: - Revived W Data: Relekn: 1) USE THESE TABLES FOR ALL WINDOWS - JR 05/05/16 A) MOVED CLUSTERBy INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DETAILS p�1 , Ijp 4 MAX. O.C. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK � Reload By. Dole: R-Wom: 4' MIN. O.C. -^ HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PER THE ' FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN- DePG.^' Dp1" By' ON THE TABLE. _ 6111,;I6 DESIGN PRESSURE TABLES J ROSOWSKI 12_ANCHOR 4)-1/4-12-1/4'AND-1/3.1/3-1/3' INDICATE THAT 1070 TECHNOLOGY DRIVE MAL Dote: THOSE STANDARD SASH CONFIGURATIONS FALL - N. VENICE FL 34275 CLUSTER DETAIL WITHIN THE SASH WIDTH RANGE IN THEADJACENr HORIZONTALROLLER-NI 05/15I15 529 COLUMN. 'CUSTOM' INDICATES THAT NO KOP.Otom% 1342 STANDARD SASH CONFIGURATIONS FALL WITHIN NDKOMIS, FL 34274 Seri s�NR- SmN: s';E OM 6 Ab. Rer. THERANGE A,LVP.E.#58705 .E. Ct7if. OF AU1H. J29296 HR-5410 NTS 6 OF 15 MD-HR5410-01 A P.Ee 58705 v + 11 a 0 o e m v 0 X - = 0; a jg g T. 8 � so o0 oom� a � _ s c� .�♦' d d � o ^ 0 O 0 S O 0 0 O O o 0 0 0 0 0 0 0 0 41PPA Nye m.WM 2 W W Oa ��IL o Zara Zug warm OZ 0 co K K< w Z W a w Z u w V Z w J I umj W '4 W '� ."q u' 'R 'S W N ��i�Pan'��r�a n�xm�u♦Svi� ♦ ♦ 9 C 0 0 . oo i' n n 4 n n R '4 `9 q R 0 0 0 0 O o< V x mTr �i"F m a $ m m ts 12 ".♦ T m m m 2 n e a 8 e i ♦ ♦ c� o 0 m d i e i m ♦ a i IV ffi' O o 0 o m. m t m i of i u i Y N pi N vi m n t XX XX XX E \?: E E X Cg XX XXXX �= XX � XX XX X� X Mom Nme/ Pam m ra- r 8 0 0 �U) e LO r O mZ � a z W J F- O �Z W U Wo LL a o EL -Ll O �W 0 s0 �2 p �2 aNa � o gg UmN _} N N 0 5! �II _z w }� �d w 3u d TIT 9" d m ♦ i i+TIT m ♦ m i f .m. .... t �� w� 'n, •v vw� y°o� ? {{888888888�� O O O O O O O O O O O O O x X L ;166011 i m b m m m m mYi � Y O O O o 8 mo 8 8 8 mo 1 8 8 �m �• m' 3 e o T T o m o m o m .°Z♦ 0 0 w 3 d o 0 0 0 0 0 8�$ y 8$ o� a` 0 o o 0 rn m v; IT♦♦ + vi U3 0 0 m % m oo m m m m m ui Id ui m N ♦ • ♦ ♦ ♦ 0 Q♦* o 0 0 0 0 0 S S 8 8 gig 7 8 S 7 8 .� 8 8 7 8 S 9 8 8 8 S 8 8 8 m�S d♦ R b♦e�9♦ e�19mio m ♦d��135a I m gg n m _ n w XX X X XX X X XX X \' E_\'X X X o y XX X X E X`'C m X E X XXXX X X X X E m U X X U X X- X U 6 t7 TABLE 11: C HEADER SEE TABLE 16 FOR ANCHORAGE Q SECTION DETAIL rneLElz: FOR WINDOWS WITH j 1 a O 23 LEVEL R4 REINFORCEMENT I j (REINFORCEMENTS SHOWN I SASH IN FIGURES APPLY TO ALL HEIGHT FRAME TYPES & I CONFIGURATIONS) ' 12$ p-�neRmH SILL l �- SASH WIDTH----•�-� =�� y MEETING RAIL �- IIL pI- I!{ { JAMB fXLENIOR o T I - !.. +651-70 FOR GLASS TYPES 2 6 4 SEE TABLE 19 FOR ANCHORAGE _ PRODUCT REVISED " MIN. SASH SIZE = WINDOW WIDTH - d0.72 <=ggyiaa with the Florida 2 Ouilu'nB. Oide 71 Revised By. DO. Redefon: By • Revised W. Dote: R.HNon: 27 Deecnptfon: Noyes 6 fy�I6 DESIGN PRESSURE TABLES J ROSOWSKI .... 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE lithe: Date., 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PER THE FIGURE. N. VENICE, FL 34275 HORIZONTAL ROLLER - NI 05/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '� P.O. BOX 1529 4)'1/4-1/2-114' AND'113-1/3-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE � 'r ; I • NOKOMIS; FL 34274 Sd-�fi Scola: Shae}: Drvwfng No. Rey, IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A. LYNPI MILLER P.E CERT. OF AUiH, g29296 H R-5410 NTS 8 OF 15 MD-HR5410-01 A P.E.x 58705 Glass Types 2,4 DesignPreasur16 e(IbsfR�)forXOorOXWindows Reinf. LtwJ R4 Winslow Buck Height 3G 48• 54" 83' 7Y zs11r .s5o •t3D.o .fiao -130.0 +as.o .t3ao +es.D .13o.D +ss.o -130.0 2B' +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 I -130.0 *85.0 -130.0 78' +65.0 -130.0 .650 •130.0 +65.0 -130.0 +85.0 •130.0 •85.0 -123.3 42' +1;5.0 •130.0 +850 -130.0 +fi5.0 -130.0 +65.0 -126.6 +85.0 •108.2 '6 48' .fi5.0 •130.0 +85.0 •130.0 +85.0 •t30.0 •65.0 •114.2 +fi5.0 •97.1 80' •85.0 •130.0 +d50 -130.0 +85.0 •112.6 +65.0 -91.1 +85.0 -B1.7 75' +85.0 -130.0 +850 •119.3 +85.0 -f04.0 +85.0 4K.2 +B6.0 -70.0 Glsea Types z-a sash Configuration seah Width Range (In) Design Pressure )IbarR2) forXOX Windows Reird. Letel Rd Window Buck Height 30' 36' d8' 54' 83` 35.1/4' h-h-� 11,391-11.391 +65.0 -190.0 +fi6.0 -130.0 +65.0 -130.0 +85.0 -130.0 •65.0 -130.0 38' )S-'/t-y, 12.308 - 12308 +65.0 -130,0 +85,0 -130.D +65.0 •130.0 +85.0 -130.0 +65.0 •130.D d5-118' /+-y_y 11.391 -13.3W +85.0 -130.0 +85.0 -130.0 +85.0 -130.0 +65.0 -130.0 +85.0 •130.0 -Y-t/s 13.398 -10.863 +65.0 -130.0 +05.0 -130.0 +fi5.0 -130.0 +85.0 •130.0 +85.0 -130.0 -- - --y.)�_y - 11.391 -42297 +65.0 _-130.0 a85,0_ -130.0 - - +85,0 _- -130.0 +85.0 -130.0 +65.0 -128,9 47�1d' y,-h-J�, 12298-15.658 +85.0 -130.0 +&5.0 -130.0 +65.0 -130.0 +85.0 -130.0 t85:0- =127:T Custom 11,381 - 12018 +65.0 -130.0 +85.0 •130.0 +65.0 -130.0 +65.0 -118.2 +65,0 4)&2 52-118' %-h-y 12017-13.397 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 *G5.0 -121.3 +85.0 -104.3 -%-h 13.398-17.016 +65.0 -130.0 +85.0 -130.0 +65.0 •130.D +85.0 -130,0 *65.0 -118.7 Cualem 11.391 - 13.387 +65.0 -130.0 +85.0 -130.0 +65.0 •120.4 +85.0 -tOd.B +65.0 �6.2 m 60' %_%_% 13.398 - 15.3fi0 +85.0 -130.0 •65.0 -130.0 +65.0 -127,2 +65.0 -108.2 +65.0 419.2 '6 '/r%-Y 15.J61-19.041 +65.0 -130.0 +fi5.0 •130.0 +85.0 -1J0.0 +65.0 -116.4 +65.0 �8,5 Custom 11.391 - 13.397 +65.0 -I1B.7 •65.0 -IOB.6 +65.0 •84.4 +85,0 438.8 +85.0 -75.2 75' �_h_% 13.398 • 18.110 +65.0 -130,0 +65.0 •121.2 +65.0 -1022 +85.0 4}1.7 +fi5.0 -79.7 t/i-h-�i 19.111-2d.841 *b5.0 -f30.D +85.0 •130.0 +65.0 -121.1 +65.0 -105.2 +85.0 410.4 Custom 17.Bd1-19.397 +85.0 -f00.0 +85.0 -90.4 *85.0 -82.8 +85.0 -75.8 +65.0' 437.3' 9G' %_h_% 19.398 .2d,360 +68.0 •106.8 +fi5.0 •91.4 +Q5.0 -07,B +65.0 �0.2 +65.0 -70.4 X_h_� 2d.3fi1-31.841 +65.0 -130.0 +85.0 -124.2 +65.0 -103.8 +65.0 -927 •65.0 -77.3 t2D %-y,-% 29.G41-32.516 +B5.0 -100.0 +85,0 -90.4 +86.0 412.8 +65.0 -75.8 +85.0' E7.3' 'fs-1i-% 32516-39.641 +65.0 •111.8 1.100.0 -103.D +65.0 -80.6 +65.0 �3.d +65.0 -70.7 140' Cullom •--39.641 +65.0 +85.0 A0.4 +B5.0 -828 +G5.0 -76.fi +85.0' 437.3' e � Glass Types Anchor Quantities for XO or OX Windows 1-4 Sash Width 30" Height 1 36' Height 1 48" Height 54" Height 30' Height 36' Height 49" Height 54' Height Head Head Head E Head E Head E Head B HeadIII Head Reinf. Level PN &SIII ' & Sill 4 & Sill &SIII & SIII ' & Sill & Sill ' & Sill R1 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 v 28" 13.397 '1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 co42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c 48" 23.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 -15 28" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 3 co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 M24C2+2 1+C2+1 3 1+C2+1 3 1+C2+1 3 v — 60"- - 29.397 __ 2+C2+2 _ 2_ 2+C2+2 3 2+C2+2 3 2+C2+2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 =2+C2+2— 3 —2+C2+2— 3-2+C2+2_-3 Glass Types Anchor Quantities for XO or OX Windows 1 -4 Sash 30" Height 36' Height 1 48" Height 54" Height 30" Hegh[ 36" Height 48" Height 54' Height Width Head E Head E Head Head E Head E Heed E Head Head Reinf. Leal fn) &Sill 8 Sill &Sill ' &Sill ' 8 SIII ' 8 Slll _" &Sill &Sill R2 Anchor Group A Anchor Group C 25-1l2" 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 v 28" 13.397 1 +C2+ 7 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 36,897 2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2+1 [31 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 16 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 $ 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 36.fl97 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F Z5" 4" GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCTREv1SED as comMYingu ith tho fknida Btdidine Cnde Acxp:wnero 16-0 14.IPz •16M"t FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY r• D� ?A PER JAMB 2+C3+2 13 HEAD AND SILL ANCHOR QUANTITY: Mixm' adc Drndnn (2) ANCHORS AT THE FIXED BECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL ? rc . (2) ANCHORS AT THE SASH a TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. Y Q —� SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 6 U) ?: '- ---� 1 O O -O- _'X'-_ SEE ELEVATION, 1L SHEET 1 O Y hto Elm 0 —7- SEE 7'�'I CAELEVATION, =SHEET 1 i ' MEETING RAIL ,� ci Z ,r REPEAT ANCHOR PATTERN AT SILL V U X y o Tn FOR XOX WINDOWS: I- w °m o v -j M�; ANCHOR QUANTITY r— > d o a m Z In JAMB Z a. Z d�PER f —T" r O HEAD AND SILL ANCHOR QUANTITY: 11+C3+2+C3+1j4(1)ANCHOR ATTHESASH F- J J + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL m z I + (2) ANCHORS AT THE FIXED SECTION W +A CLUSTER OF (3) ANCHORS CENTERED ATTHE MEETING RAIL J +(1) ANCHOR AT THE SASH Z TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS ATTHE SILL ¢ Z o; O O CR — SEE ELEVATION, SHEET 1 = V N 2 V LO L— SEE ELEVATION, SHEET 1 w U Q Q SEE ELEVATION, SHEET I I -- - I _ SEE ELEVATION, 1_ SEE X O _X._� SHEET 1 ELEVATION, SHEET 1 \ SEE CLUSTER --MEETING RAIL DETAILS, SHEETS REPEAT ANCHOR PATTERN AT SILL NOTES: 1) FRAME DIMENSIONS IRE EUCK WIDTH Max, Anchor O.C. Anchor AND BUCK HEIGHT (SEE SHEETS 3-4). Spacing for "Integral- Group F SASH SIZE IS AS PER THE FIGURES ON Fin" Installation q" S 2)2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. t 1 Glass Types Anchor Quantities for XO or OX Windows 1-4 Sash Width 30" Height 36" Height 1 48" Height 1 54" Height 63' Height 30' Height 36' Height 48" Height 54' Height 63' Height Head Head Head E Head Head E Head Head Head Head Head Reinf. Level On) & SIII & SIII ' & Sill & Sill & Sill & SIII ' 8 Sill & Sill & SIII & Sill R3 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 � 2a" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 'S 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Anchor Group S Anchor Group D 25-1/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Id 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 U � m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 - -75" - -36.897-- -2+C2+2 2-2+C2+2_ _3. _2+C2+2_ _4- _2+C2±2_ 4_ _2+C2±2_ 4 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Max. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group E Group F F'40DUCT REVISED 25" 4" •a e—r4ylca whc dm Florida ,laildiny Code NOTES: `.<rcntoam N- 1) FRAME DIMENSIONS ARE BUCK F.g—lion Date WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE h1'mni Dade Pmleat Cootrtd FIGURES ON SHEETS 6-& 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR c HEIGHT DIMENSION SHOWN ON THE TABLE. , U" 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Y Q 4)"1/4.112-114- AND '113-113-V3" n•a — INDICATE THAT THOSE STANDARD �—Q, 0O O SASH CONFIGURATIONS FALL WITHIN O THE SASH WIDTH RANGE IN THE •'an ADJACENT COLUMN. "CUSTOM' } V) a d- INDICATES THAT NO STANDARD SASH 0 7 N CONFIGURATIONS FALL WITHIN THE p m a RANGE Z -j m � g Q u�'I m wU 02 I— Z m W — "N Glass Types Anchor Quantities forXO or OX Windows 2-4 Sash 30" Height 36" Height 48" Height 1 54` He(gltt 63" Height 72" Height 30" Height 36"Height 48" Height 54" Height 63" Height 72" Height Width Head a Head n Head E Head a Head a E E Head a E Head a Head a E E Head a E Head a E Head a Head E E Reinf. Level Or) 8 Sill E & Sill & Sill _° & Sill & Sill 8 Sill ; &Sill ' &SIII 8 Sill &Sill &Sill &Sill R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C3+1 41 1+C3+1 5 1+C4+1 5 v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Y 36" 17.397 1+02+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 m' Not Allowed 42° 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 c 48" 23.397 1+02+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+04+2 4 2+C4+2 5 2+C4+2 5 Anchor Group 8 Anchor Group D 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 r 1+C2+1 4 F1+C3+1 4 1+C3+i 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 :5 26" 13.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 36' 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+04+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 'S 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 v 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 Al2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 SEE TABLE 11 FOR Max. Anchor O.C. U.] O l Co J eMn LO Spacing for o z a:z ° LL "Integral -Fin" � O J p Anchor Group F N z r=a.s 3.1' -j 1fn_ y t - s 4 4 . y TABLE Glass Types 2 4 Sesh ISesh Anchor Quantities for XOX Windows 24- Height 3(r Height 1 38- Height 48- Height I tir Height 63' Height 24- Haight 1 30- Height I 36' Height 1 48' Height 1 54- Height 63- Height Reinf. Level R3 ConBgumtlon Width Range On) Heed & Sill Head & Sit Head & SIII ,� Head & SIII Head & Sill Head & S01 I Head & Sig Head & SIII Head & Sgl R Head & SIB Heed & Sill Head & SOI 1 Anchor Group A Anchor Group C 11.391 - il.391 1+C2-0+C2+1 2 1+C2+0aC2+1 2 1+C2+0.C2+1 3 I-C2+0,C2+1 4 1+C2+G+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2.1 4 1+C2+0+C2+1 4 38" %i-Ya-h 12.308 •12.W8 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+I 3 1.C2+0+C2.1 4 1+C2.0+C2+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I-C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 Y-%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C1+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 i+p+0+p+1 4/+C4.o+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C3+0+p+1 4 1+p+D+C3a1 4 1.C4.0+C1+1 4 45-118' X-%-h 13.398-14.683 1+C2+0+C2+1 2 t+C2.0+C2+1 2 1+C2+G+C2+1 3 1+C3+O+p.1 4 1+C3+0+C3+1 4 1+C3+OaC3+1 4 1+C2+O+C2+1 2 1+C2+0+C1+1 2 t+C2+0+C2+1 3 1+p+0+C3+1 4 tap+0+C3+1 4 1+C3+O+p+1 4 Y-Y,-Y4 11.391 - 12.297 1+C2-0+C2+1 2 I+C2+0+C2+1 2 1+C2+0.C2+1 3 1+C3+G+C3+1 4 1+C3+0+C3+t 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+/ 2 i+C2+0+CZ+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C4+0-C4+1 4 47-3w %-'A-Y, 12.298-15.558 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1.p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+4 3 t.C3•0+p+1 4 t+C3+0+C3+1 4 1+C3+0+p+1 4 Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+04C2+1 2 1+p+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+04+0-C4+1 4 1+C2 0+C2+1 2 1+C2+DrC2+1 2 1+p+0.C3+1 3 1+r3+0+C3+1 4 1+C4+0+C4+1 4 1+04.0+04+1 4 52-1/8' %-)S_'/. 12A17-13.397 1.C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 t+p+0+p+1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+G+p+1 3 1+p+9+C3+1 4 1+CA+0+C4+1 4 1+C4+o+C4+1 4 Ri %-Y,-% 13.398-17.016 I-C2+0+C2+1 2 1+02+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4a0+C4+1 4 1+C4+0+C4+1 4 1+C2-0+C2N 2 1-C2+G+C2+1 2 1+p+0+p+1 3 1+p+0+C3+1 4 i+C4-0-04+1 4 1+GHO+C4.1 4 r Custom 11.391-13.397 1.C2+2aC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+p+1 4 t+C3+2+C3+t 4 1+C3+2+p+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+C3+2+p+1 4 1+C3+1+C3+1 4 60' Y.-'/a--Y 13.398•15.3W i+C2+2+C2a1 2 1.C2+2.C2.1 2 1.C2+2+C2+1 3 1+C3+2+03+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 i+C2+1+C2+1 2 1+C2+1+(2+1 2 1aC2+1+C2+1 3 1+C9.1+C3+1 4 1+C3+1+C3+1 4 1+C3 -C3+1 4 Y,-Y,-Y, 16.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1+C4+0+C4+1 4 1+C4+G+C4+1 4 1•C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+pa0+C3+1 3 1+C4+OaC4+1 4 1+C4+o+C4.1 4 I-C4+0+C4+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+p+4+C3+1 4 1+C3+4+p+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+p+2+p+1 4 75' Y.-%-Y 13.398 -19. 110 I+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+C3+3+C3+1 4 1+p+2+C3+1 4 1+C2+2-C2+1 2 1+C2+2-C2+1 2 1+C2+2+C2+1 3 t+C3+2+p+1 4 1+p+2+C3+1 4 1+C3+2+C3+1 4 Y,-Y,-% 19.111-24.641 1+C2+0+C2+1 2 1+p+0+p+1 2 1+p+O+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 I+C2+0+C2+1 2 1+C3+0+C3+1 2 1+p+0+C3+1 3 1+C4+0+C4+1 4 1+C1+0+C4+1 4 1+C4+0+01+1 4 Custom 17.641-19.397 1+C2+4+C2+1 21a02+4+C2+1 2 1+C2+4+C2+1 3 1+C3+4+pat 4 1+C3+4+C3+1 4 1+C3+3.C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+p+3+C3+1 4 1+p+3+C3+1 4 1+C3+2+C3.1 4 96' '/+-Y,-'/n 19.398-24.360 1+C2+3+C2a1 2 1+C2+4+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C3+3+C3+1 4 1+C2+2.C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1+C3+3+C3+1 4 1+C3+2+p+1 4 ,-Y 24.361 - 31.641 2+C2+3+C2+2 2 2+02+3+C2+ 2 2+C2+3+C2+2 3 2+C3+3+p+ 4 1+p+2+C3+1 4 1+C3+2+C3+1 4 I+C2+2+C2+1 2 1+C2+2+C2a1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+2+p+1 4 29.941-32.515 2+C2+4+C2+2 2 2.C2+4-C2+2 2 2+C2a4+C2+2 3 2+C3+4+p+ 4 Zap+4+p+2 4 2+C3+3+p+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3ap+ 4 2+p+3+C3+2 4 2+p+2+C3+2 4 12O' 32.516-39.641 2+C2+3+C2+2 2 3+C2+4aC2+3 2 3aC2+4+C2+3 3 2+C3+4+p+2 4 2-. 3; 4 2+C3+2+C3+2 4 2+C2+2+C2+2 2 2+C2+3.C2+ 2 2+C2+3+C2a2 3 2+p+3+C3+2 4 2+C7+2+C3+2 4 2+p+2+p+2 4 140' Custom « -39.841 2+C2+4+C2+2 2 3+C2+4+C2.3 2 2+C2+4+C2+3 3 2+p+4+C3+2 4 2+C3+4+C3+2 4 2+C3+3+C3+2 4 2-C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+pr 4 2+p+3ap+2 4 2+p+2+p+2 4 Anchor Group B Anchor Group D 35.114' Y,-Y-Y, 11,391-11.391 1.C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0-C2+1 4 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+I 4 1+C2-G+C2+1 4 1+C2-0+C2a1 4 38' YY.-Y. 12.308-12.308 I-C2+0+C2+1 2 1+C2+0+C2+t 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1 4 1+C2+0+C2+1 2 1aC2+0+C2+1 2 1+C2a0+C2+1 3 1+C2+O+C2+1 4 1.C2+D+C2+1 4 I+C9+O+C3+1 4 y-y-y 11.391 •1J.397 1+C2+O+C2+1 2 1+G2+0+C2+1 2 t+C2*O+C2a1 3 1+p+D.p+1 4 1+p+0+p+14 1 4 1+C2+0+C2+1 2 1.C2.6.C2+1 2 1+C2+G+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C4+0+C4+1 4 45-1/B' h- ,-Y, 13.398 -14.683 1+C2+O+C2+1 2 1aC2a0.C2+1 2 1+C2+O+C2+1 3 1+p+O+p+1 4 1+pro+C3.1 NI-C2-0+Cj2+11 4 +1 4 1+CZ+O+C2+1 2 1+C2+O+C2+1 2 1.C2r6 C2+1 3 t+p+p.C3+1 4 1+p+0+C3+1 4 1+C3+O+p+1 4 Y-%-Y11.391-12.297 1+C2+G.C2+1 2 1+C2+U+C2+1 2 1+C2+0+C2+1 3 1+p+0-CJ+1 4 1+C3+0.C3ai 4 1 4 1+C2+O+C2+1 2 1.ga0+C2a1 21+C2+0+C2+1 3 1+C3+D+C3a1 4 1+C3+O+p.1 4 taC4+0+C4+1 4 47314' -h-% 12.298 - 15.558 I+C2+0+C2+1 2 1+C2+G+C2+1 2 1+C2+O+C2N 3 1.C3+0+C3N 4 1+C3+0+p+1 4 1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0-C2+1 3 1+p+0+C3.1 4 1+C3+0aC3-14 t+p+0+p+14 Custom 11.391-12.016 1+C2+0+C2+1 2 1+02-0-C2+1 2 1+p+0+p+1 3 1+C3+0+03+1 4 1+C4s0+C4+1 4 +1 4 1+C2+OaC2+1 2 1+C2+0+C2+1 2 I+p+0+p+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 52.1/8' %-%-Y 12D17-13.397 1+C2+0+C2+1 2 I-C2+0+C2+1 2 1+C3+0+p+1 J t+C3+0+p+1 d 1+C4+0+C4a1 4 I.C4+0+C4+1 4 1+C2+0+C2+1 2 1 1+C2+0+C2+1 2 1 1+p+0+p+1 3 1+C3+0+C3+1 411+C4+o+C4+1 4 1+C4-0-C4+1 4 h-%-Y, 13.398-17.D76 1+C2+0+C2+1 2 1+C2+0+C2.1 2 I+C3+0+p+1 3 1+p+0+p+1 4 I+C4+0+C4+I 4 I+C4+0+C4+I 4 1+C2.0+C2+1 2 1+C2+0+C2+1 2 1+0+0+C3+1 3 1+C3+G+C3+1 4 I+C4+0+C4+1 4 1+C4+0.C4•1 4 Custom 11.391 .13.397 1+C2+2.C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2ap+1 4 1+C3+2+C3+1 4 1+p+2+C3+1 4 I+C2+1+C2a1 2 i+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 11+p+2+C3+1 4 1•p.1+C3+1 4 m 60• %-Y, % 13.398 - 15.360 1+C2+1+C2+1 2 1+C2a2+C2a1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+1+C3+1 4 1+p+1.C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+p+1+C3+1 4 1+p+1+C3+1 4 1+p+1.p+1 4 15.361 - 19.641 1+C2+0+C2+1 2 I+C2+0+C2+1 2 1+09+0.C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0.C4+1 4 1+C4+0+C4+1 4 1+C1.0+C4+1 4 Custom 11.391 - 13.397 1+C2+2•C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+03+3+C3+1 4 1+p+2.C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(2+2+C2+1 3 1+p+3+C3+1 4 1+C3+2+p.1 4 1.p.2.C7+1 4 75' . h-Y. 13.39B-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1I.C2a3.C2+1 3 'Hp+3+C3+1 4 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 tap+2+C3+1 4 1+p+2+C3+1 4 1+C3+2+p+1 4 %-Y,% 19.111-24.641 I+C2+0-C2+1 2 1+p+0+C3+1 2 1+C3+0+p+1 3 1+C4+0+C4+1 4 1+C4+D+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2.1 2 1+p+0+C3+1 2 1+C3+0+C3+1 3 1.C4+0+C4+1 4 1+C4+0+C4+1 4 1+C4.0+04+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3.C2.1 2 1+C2+3+C2+1 3 1+p+3+C3+1 4 1.p+3+p+1 4 1+C3+3+p+1 4 1+C2+2-C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+03+3+C3+1 4 1+C3+2+C3+1 4 96' %-%•y 19.395 - 24.360 1+C2+3+C2+1 2 1.C2+3+C2+1 2 1+C2+3aC2+1 3 1+C3+3+C3+1 4 1C3+3+C3+1 4 Hp+2+C3+1 4 1+C2+2+C2+1 2 1+C2a3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+p+2+C9+1 4 1+C3+2.C3+1 4 Y,-Yr% 24.361-31.641 1+C2+2+C2+1 2 2+C2+2+C2r2 2 2+C2+3+C2+2 3 1aC3+2+C3+1 4 1+C9+2+C3+1 4 1+p+2+C3+1 4 1+CZ+2+C2+1 2 1+C2.2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+C3+2-C3+1 4 1+C3+1+C3+1 4 Y4-f'-y 29.641-32.515 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+CJ+3.C3•2 4 2+C3+3+C3+ 4 2+C3+2-C3+ 4 2+C2a2+C2+ 2 2+C2+3aC2+ 2 2+CLr3+C2+ 3 2+p+3+C3+ 4 2+p+2+C3+2 4 2+p+2+p+2 4 120' -Y Y, 32.516-39.641 2+C2+3+C2a2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+C3a 4 2+p+2+C3+ 4 2+pat+p+2 4 2+C2+2+C2a2 2 2+C2+2+C2a 2 2+C2a3+C2+ 3 2+p+2+p+ 4 2+p+2+03+2 4 2rp+2+p+2 4 140' Custom --39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3.C2+2 3 2+pr3+p. 4 2+C3+3+p+ 4 2+p+2+03+2 4 2+C7+2+C2+2 2 2+ C2+1- C2+2 2 2.C2+3.C2a 3 2+p+3+p+2 4 2+p+2+C3+2 4 2+C9+2+C3+2 4 NOTES: �� no�� a �� ....1 1 �� 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Anchor Anchor WIND�WIDTH - 60.E 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE 15 AS PER THE FIGURE. Max. Anchor O.C. Spacing for Group E Group F '. MIN. SASH SIZE = P 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. "Integral -Fin" Installation 2' J 7' 4)'114.112.1/4-AND •1/3.1/3.113- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. •CUSTOM- INnICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PRODt1Cr REVISED as complyio8 with It Floidu 11.uid'mu Code htcept.". 1, - O [ ilxpimtia, Dmc 3 �S� Dade prodnetcor*, a R. Y Q naN O O p O O 2 t` h (D OJ of d7 ZJ W O IL " LL S g O() X- o (A td] Z 02 � o> m O W _1 m Z 'mr 0n+0 Oy 4D Z IL Z �' H r O 1-- O r 9 m Z aays a � Q 1- f- Z Q Z +IC>S o O O o N O a111 •as �• g f � +y • I 1 , � � ' � � � '� •� .�� r ti t 1 TI ABLE 20 Bill of Material # Part III Description Material 1 620121 Frame Head, Sill and Jambe - J-Channel PVC 2 620122 Frame Heed, Slf1 and Jambs - Flange PVC 3 620123 Frame Head, S81 and Jambs - Fin PVC 4 820124 Frame Head, S01 and Jambs - Equal Leg PVC 13 620172 Anti -Lift insert / Tdm Corer PVC 14 620131 Fixed Meeting Rail PVC 15 620158 Track insert 6083 T8 At 18 620129 Sash Rail (Sides, Top & Bottom) PVC 19 820166 Pull Rail Interlock 6063 T6 All 2D 620144 Pull Rail Interlock Cover PVC 21 B20150 Light Sash Reinforcement BD63 TS At 22 620151 Standard Sash Reinforcement 6063 TS AI 23 620162 HD Sash Reinforcement 6063 TS At 24 620153 Standard Meeting Rail Reinforcement 6006TSAt 25 620154 HO Meeting Rail Reinforcement 6005TSAl 28 620155 H.D. Hodz. Roller Meeting Rail Reinforcement 6005 T6 All 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .18T' x .22D" Poly Pile 30 #8 x 1• Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78X312PPA #8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 41O SS 32 71689SP Meeting Ralf Screw Support Plate 6063 T6 All 33 720210 Weep Hole Cover PVC 34 720187 Installation Screw Hole -Plug ___ - __P_VC-. 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cesar Assembly Cast Zinc 40 96 x 1.1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast .Tine 42 76X34PPA #6 x 314" PH. PH SDS (Keeper Screw) SS 43 7612FPTX #6 x 1/7' FPH TEK SS 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon 46 Lockstile Top Comer Key Nylon 47 Lockstile Bottom Comer Key Nylon 48 720204 Wheal Nylon 73 820136 I.G. Bead PVC 74 Backbedding, GE 77DO or Dow 791 Silicone 75 71684/6 Setting Block (718" x 7' x 115"). 85 +I- 5 duro. EPOM 80 61011 Roll -formed Scram Alum 81 61012 Extruded Screen Frame Alum B2 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Pull Ring PVC B4 47041 WICKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tension Spring SS B6 61816C48 Screen Cloth Fiberglass 87 81636/81614 .140" Screen Spine (Machine/Hand Rolled) Vinyl NOTES: 1I ITEMS # 5-12. 17, 18, 27, 35, 36 & 49.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 21 PVC BY ROYAL WINDOW AND DOOR PROFILES. LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 3.500" -- 3.500• - �{�- .062' .062" ; 2.446----_J i 2.445 2.445' j 2.d45' LL. .625' Oj � JLHlJJNEL .625' III FLANGE FRAME FIN FRAME (.-� EQUAL LEG FRAME 1.3 FRAME& JAMBS EAD, SILL I L �� HAEMABSSILL 8 1.1 . JAMBS 8 `-J JAMBSSILL 8 �+- 1.872' --� 1.641• -1 1.SOT 1.437° I�-- { I T 2.100' .772° •065° Co77 1.6 1.020• Un060� 1.1 J * I1 .590 I-"-- .O6S T �_- 1.-,070' .050" --4 FT RAIL LIFT RAIL C ANTI-LIFTFT COVER ti� MIEETTIING RAIL �5 INSERT 16 CK SASH RAIL 19 INTERLOCK I Q9 INTERLOCK COVER --�' a• .7sD" I .71s• _� .77 s• .025• -+j+ -''-1 1.185, 1 .060' �.. __. '\ EXTRUDED ("� ROLLED 11/-� LIGHT SASH /-� STANDARD IG BEAD �61! SCREEN FRAME �' SCREEN FRAME \21.% REINFORCEMENT `22% SASH - REINFORCEMENT 1 070' 1.182" 1.182• -�-�-I 1.184".070• .0 - 1�' l �. 94• 1�. 7 070' ,791' I 1.038' 1.041'_ .81� yl r.._. .150" --II '' 1' --1 1.340" Lam_ - 1.340• .164' I STANDARD HO MEET114G - HD HR MEETING 3%24 MEETING RAIL %5 RAIL �261 RAIL PKODuc-1, REVISED REINFORCEMENT r. cumdY'a8 wi,R REINFORCEMENT REINFORCEMENT REINFORCEMENT d. R-idh- i1,aldiag .1cG^.pI.L7N FM I G' o ty, /Cj R-h d 6yr Date: RevfNarr. 1,qimic:n L"s,c ��y AtY:mi o Dradact Cnnhck� ) RMeed W. Date: RevraWn: J D- By: WINDOW EXTRUSIONS & BOM J ROSDOWSKI 1070 TECHNOLOGY DRIVE T N. VENICE, FL 34275 HORIZONTAL ROLLER -NI 05/15/15 P.O. BOX 1529 NOKOMIS: FL 34274 Sedeslf(adae S.W..: Shssh Drawing A: CYNN MILLER, F.E:' CERT. OF AM. g29296 HR-5410 NTS 14 OF 15 MD-HR5410_01 A P:E.IA 58706'