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399 5th St RES20-0072 Job Site Copy Sliding Glass Doors .1.11'"L,''is RESIDENTIAL PERMIT PERMIT NUMBER ' RES20-0072 - _-) CITY OF ATLANTIC BEACH Nitmo 800 SEMINOLE ROAD ISSUED: 3/16/2020 EXPIRES: 9/12/2020 -011»1. ATLANTIC BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: ' VALUE OF WORK: 399 5TH ST RESIDENTIAL WINDOWS/DOORS SLIDING GLASS DOORS $5183.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169881 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: ACE DOOR & WINDOW 9123 E HARE AVE JACKSONVILLE FL 32211 SERVICE OWNER: ADDRESS: CITY: STATE: ZIP: MICHAEL AND MAUREEN WALSH 399 5TH ST ATLANTIC BEACH FL 32233-5345 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. I DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $124.00 Issued Date: 3/16/2020 1 of 2 o'-"y i,� RESIDENTIAL PERMIT PERMIT NUMBER ist rs` 1 RES20-0072 CITY OF ATLANTIC BEACH t:)*, x 800 SEMINOLE ROAD ISSUED: 3/16/2020 -On 9� ATLANTIC BEACH. FL 32233 EXPIRES: 9/12/2020 Issued Date: 3/16/2020 2 of 2 INSPECTIONS REQUIRED FOR BUILDING PERMITS 1To verifycompliance with buildingcodes,inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: Power Pole Final Plumbing Silt Fence Final Electrical Piers/Stem Walls Final HVAC Underground Plumbing CC Final Underground Electric Final Building* Foundation/Footing *For new living space:When all construction work including electrical,plumbing, mechanical,exterior finish,grading,required paving and landscaping is complete Slab** and the building is ready for occupancy,but before being occupied **FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION Swimming Pool Steel Retaining Wall Footing Swimming Pool Safety Driveway Electrical Grounding&Bonding Sewer(Building Dept) Swimming Pool Final(Bldg) Sewer Tap(Utilities Dept) Swimming Pool Final(PW) Additional inspections may apply to your project if your project Rough Electric* contains these elements: Rough Plumbing/Top Out* Formed Columns/Beams* Rough Mechanical* Masonry Cell Fill *When all rough electric,plumbing,mechanical are complete but before any work is *When forms and reinforcing steel,anchor bolts,sleeves and inserts,and all covered up. electrical,plumbing and mechanical work is in place,but before concrete is poured. House Wrap Structural Steel* Wall Sheathing *When all structural steel members are in place and all connections are complete, - but before such work is covered or concealed. Roof Sheathing OTHER: Tie-down Framing Connections OTHER: Rough Framing OTHER: Roofing In Progress OTHER: Window/Door In-Progress OTHER: Insulation Ceiling Insulation Wall Exterior Lath Permit Type Stucco Scratch Coat Exterior Siding In-Progress RCs2 cx:y7 Brick Flashing&Ties Permit No. Early Power 399 S si Gas Rough Job Address s Fi •Gaallg ROE. boo` 1' ) OtP.) When all gas piping is complete and wallboard is installed but before gas is attached to any appliance.All outlets must be capped and pipe pressurized at a minimum of 15 lbs. Contractor POST THIS CARD WITH PERMITS AND PERMIT Building Department Public Works/Utilities Fire Department DOCUMENTATION IN FRONT OF BUILDING Phone:904-247-5826 Phone:904-247-5834 Phone:904-630-4789 Fax:904-247-5845 Fax:904-247-5843 Fax:904-630-4203 INSPECTION LINE: 904-247-5814 MUST CALL BY 4PM PREVIOUS DAY FOR NEXT DAY INSPECTION Construction Hours per City Code:7am-7pm Weekdays;9am-7pm Weekends Building Permit Application JOB COPY Updated 10/9/18 J • _. City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY • ='",' IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us q ,-h - 3 as 3 RES ac --oo 7 z Job Address: 1 75 6 1 r 4 14 In i)L 17d, � Permit Number: Legal Description .5_'p 1q'" i b a:5 'a1 E, I oZ Q tr etAn 3 • ioc, F--t" RE# a (Ic:,ct g81 _ OC)6b Valuation of Work(Replacement Cost)$ 't e3 . 30 Heated/Cooled SF Non-Heated/Cooled_ • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move [Memo ❑Pool Window/Door • Use of existing/proposed structure(s): ❑Commercial *esidental • If an existing structure, is a fire sprinkler system installed?: ❑Yes • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: j, FL. 76 g. — N €.Mo L € Aef(Circ_ �r km�� (n M e, . 7 6,) 43 r m .„12 \ Florida Product Approval# for multiple products use product approa f6nc 0 M Property Ownel Information q G til Cr L<CJ O o Name M t CI') el 6C -I s h Address 3 ? /. D St• d DI z City 01244-9 ( C. LC-A Ste Zip --,Dail Z 'i Phone 93 y r'u,5' / .i, A 0u °c� c E-Mail M.MurCa 302 5L Ca a6 . CUM Q I-• o Owner or Agent(If Agent, Pos r of Attorney or Agency Letter Required) 0 < n Q Contractor Informatl n • ` Uf- i- Name of Com ny (� 4 w C��ti . a.R—( 4 � Q N( !� ualifying Agent a z Address [ - it CAv� City XCL)C -State L Zip 3 c 2 2 ; Office Phone '�� /D , .-)E-Mail Site Contact NumberCre) a State Certification/Registra ion# caoc O Ise .)E-Mail Q exl- 4) r�C•C� (� , CO L J 5 c Architect Name&Phone# � � � () to W lL Engineer's Name&Phone# / /� 0 cc w Workers Compensation Insurer l C� OR Exempt❑ Expiration Date �� 7' W cc Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in t is ecords of this county,and there may be additional permits required from other governmental entities such as water ma j�„/ViETfcsV •E•a cies,or federal agencies. MMAA OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work i be d7S�13 ir((��t'e2oo rtce h all applicable laws regulating construction and zoning. BY: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMEVIVIAY _ __ RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTE _ ��oQ 77 ti I 14 • iBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE < E �O P1 G •UR NOTICE OF COMMENCEMENT. = q z e = w ; o / ��;. o \/ // J §:44L: E (Signature of Owner or Agent) (Signature of Contractor) o — 170,,, Z o� = I rr,w q�ur LI,a E viv and sworn to(or affirmed)before me this lJ day of Sinned and sworn to(or affirmed) before me this day f E 2C - - � 1 V AY h 2 2C y ai°...,8 (Signature of Notary) Signature of NNtary) '.'Visit IC714004, �iY ►"8.-' :fi : I mir -Tw _ {P-4sonally Known OR iPersonaliy Known OR r j Produced Identification [ I Produced Identification Type of Identification: Type of Identification: JOB COPY +1111115,,,,,// ,,,,1 4,may ,,,, I\Iovatech® =�: � * <�•2= n ti P> �;. ••, ..may`,, i 8 s. oNmz R-301/401 '2, 12 O=U \ � nt< OmCW SLIDING PATIO DOOR —SEE CHART FOR MAX.O.A.FRAME WIDTH \` n . ,+ maa4 oz "NON-IMPACT" _ _ o �1c°c, W¢Z 02wW 2p S VO W - >p CO' Oe 2¢ OI / X 0 O O d N GENERAL NOTES a I 0 < a E a 1. This product anchoring drawing is in compliance with the 6th Edition(2017) Florida Building Code(FBC)structural requirements excluding the"High O m 1 Velocity Hurricane Zone"(HVHZ).See the Certification Agency Certificate be a for sizes,specifcations and ratings. _ U .74 2. Product anchors shall be as listed and spaced as shown on details.Anchor N embedment to base material shall be beyond wall dressing or stucco..42 I ,b' , Z 1 , 3. When used in areas requiring wind bome debrisprotection this q g product is V' LLZ required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. a 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further a B engineering analysis by a licensed engineer or registered architect. MAX. MAX. DESIGN PRESSURE(PSF) SILL 8 ; t FRAME D.LO. GLASS TOWER o v c DIMENSION DIMENSION TYPE POSITIVE NEGATIVE RISER Z " 1 TABLE OF CONTENTS DATE 7/11/18 i SHEET* I DESCRIPTION 72.0' X 82.0" 31.9"x 74.7" GI +35.0 -35.0 NO sceE: N.T.S. ° 1 Typical elevations,design pressures and generol notes owG.EM J8 m 2 Horizontal cross sections 72.0"X 82.0" 31.9"x 74.7" GI +55.0 -55.0 YES CHIC er: LFS 3 Vertical cross sections cvovolt4NO. ri 4 Buck and frame anchoring m 2 5 Bill of materials,glazing details 8 components isi FL-27628.5 0 SHEET 1 OF S b z RAQbMC\Muva4[hyA•RdkY Product APProWIsW.-nb28 C•aewYggfl•n628\FL•n62B.s.Mq,2.1 m r O• 1 i O \ �-..„ 0 a x J11 -or0N A N W= O iiiik F O U O ® j-,._ — 11,7—ai-Ifiii=.-0 MK . , Ilk ., W N CN '.n • , $ a �•� A 0 a e E a 0 _ ^g A oA A 0 SJ 4110 ©D z' 'g e: 1 10 ° SI El c4_; I o g p, gt, .r-n- AR ® A R z O %70 O om z a s z a IA a CO PI : ,.., r_____n,D „:. ...„... ... x, 0, MI 0 0 0 W""_ -• 0 1 • 0 oz tttu1111uii :/-&--.-- ` NBf �_ 7./F.er i STATE OF • „.. PRODUCT: Document. Prepared .,,-÷„.., f Bre �IORIO�.•�+(��\� IN ro ECH PANTIO TDOOR Lyndon P.E. NoF43409 Schmidt •'�.SS/ONAI,tt��`��` V,, Z $ N r ` :-I PART OR ASSEMBLY: (,� BUILDING CONSULTANTS. INC. I01 ly1 m HORIZONTAL 'IL .0. Boo 230• Vol . Ft 33595 NO DATE BY CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS _ FBPE C.A. No. 9813 02018 R.W.BUILDJNo CONSULTANTS 1Nc. RACgents\Novatech\A-Florida Product Approvals\FL-276281C-Drawings\FL-276281FL-27628.5.dwg,3 1 © Be: i II I �fi I'-111-:::Elrill'''.' p U , .,:. It Ill • mp ., � ' �rill ��= j � _1 11 z T o i r 0 / � • . . 0 e °° 1-1/4"MIN. 1 H M EMB.(TYP.) -' F 1-1/4"MIN. c F EMB.(TYP.( IT � D A oa O 111 A X 174 90 0 Z C? I n".x EI ° QL_TC rl• A < gny on • • 11r—L—FII nm zWN I ]i0oI lt ���\ ■ O X 1k- iefLT ii _ am . z ;a Ap 0z 0 © s. ° D n x „4„ 0/v)5 g.i i Ino 1-1/4"MIN. 3 3 N r EMB.(TYP.( c ei m& .c cc `tttt111thti,, 2 R.o'_12 •\.``F• 9h41/0 i/i• II W N0.43409 * PRODUCT: ox •nt. Pnpar•E By: 2 k---eflP.TE •. OFROF..••.N ECH I N 1 PAT00 TDOOR PLYEa NoFa3409 Sch, itlt �'//,LANAI t`r```\� I`^ o4 Z IPI N r- . S. PART OR ASSEMBLY: CV BUILDING CONSULTANTS. INC. rf�. P.O. Boo 230, Valrlco, FL 33595 Ur N °I) NO DATE BY CRO SRTICAL SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 1.1 2018 R.W.BUILOINO Col..ULTnMTS INC. J`�1111t1N1//�T/� (TYP.► BUCK/STUD ( •I--i_-'-- MI► ~4S� VV�,% n I i I t —. -�': • Oh �... cry �,'tL...1............... 1, ` Ro 4 e a ` �„ Sir•: �_, L. Ea i$=V • • 2X BUCK \ 2X BUCK O r N g 9 0 _ 0 ••• — '- FRAME. IX BUCK 0 — a 4'tm\a • Eo/ HEAD&JAMBS STEEL STUD 0 3a (TYP.) (TYP.) 2 v $ ....../,,, o° o O Sit _� 1 I ) rc 0 • a i MASONRY 2X BUCK ANCHORING FRAME ANCHORING P. OPENING 6 g z o Pr to 1 BUCK/STUD E d re gCONCRETE ANCHOR NOTES: I.Concrete anchor locations at the corners may be adjusted to maintain the min. __ FRAME edge distance to mortar joints. SILL I I z 2.Concrete anchor locations noted as"MAX.ON CENTER'must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors — I .� may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. J ` 3.Concrete anchor table: i 1 i I I ` o 2 ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE • •,- �--(TM �— ., Z a TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR RYP•) MASONRY MK) are 7/11/18 z Sum N.T.S. o e. s TAPCON. 1/4' 1.1/1' 2' r II1W SILL oro w JK e Elco ALTERNATE FRAME ANCHORING wt.et LFS 3 ULTRACON to SCREW 1/4" 1-1/4' 1' 1 DIRECT TO MASONRY @ SILL Irwsnc ra.: a IWOOD SCREINSTALLATION NOTES: I.Maintain a minimum 5/8"edge distance,I"end distance,6 I'o.c.spacing of FL-27628.5 a Y wood screws to prevent the splitting of wood. war 4 or 5 0 9 ii RILL Of MATERIALS 1.91"--{ 2.1" 2.1'--{ `94:• * V:- I I � _ IIGII DESCRIPTION MATERIAL 1 � tn o I r ---H „ A 1XBUCK(SG>=0.42) WOOD Ti} ed ( T _V J B 2XBUCK(SG>=0.42) WOOD G- O,py to -0.09" .C 1/4"MAX.SHIM SPACE - ,D 1/4"X 2-3/4"PFH ELCO OR 11W CONCRETE SCREW STEEL --0.075 3 °EMASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACICONCRETE 5,>°.6 a • 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 `� SASH MING STNS .t 1111 ts0 in .n F #8 X 2-1/7 PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL + - O O o g o I --F — G 1/4"X 3-1/4"PFH ELCO OR I1W CONCRETE SCREW STEEL ' QN� v o R J 1/4"X 2-1/4"PFH ELCO OR I1W CONCRETE SCREW STEEL B 2 1 41" V t g E$ s i 0 • K #10 PPH SELF DRILLING SMS STEEL ole I'n 9 6 L a X STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 ksi min.,Fu=45 ksi min.) STEEL _ 1 1 4• m 1 FRAME' PVC ���� I E o Z 4 MEETING STILE' PVC y u 0.09' e T- V 0.095 ',�W k. 5 XO MULLION' PVC 0 FRAME - J a 6 FIXED RAIL' PVC f I LEI _ 9 GLAZING BEAD' PVC I--1.75-.-1 -`S Z 10 ROLLER ASSM. PVC z 11 SILL TOWER RISER' PVC O XO MULLION O FAXED RAIL U o vi$ 14 REINFORCEMENT(SASH STILE) STEEL P§ > g 15 REINFORCEMENT(MEETING STILE) STEEL 4§.0 17 REINFORCEMENT(XO MULLION) STEEL Za N •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY o 0 0 o F 7 CI EXTRUDERS LICENSES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". o o n 1 o +') + ( I7.—0.07" $ m E-0.79 -i -{1.-10. —i OS---1 1-- f ff O GLAZING LEAD 0ROLLER TRACK (i-i au TOWER RISER WI RUB p. P. Tr c �• o 1.12" + 1 i ix 1M GLAZING TAPE(I/16") o , m GLASS BRE 'w 1"OA.THICKNESS " I -I I I- I 1.11" I I 1.29" g Ei 5/32"TEMPERED GLASS z Ii 114 R EMENT 15 REINFORCEMENT REINFORCEMENT SASH STIE MEETING STILE EO MULLION 0 m 1 i Illii, AIR SPACE 2 U - 5/37TEMPERED GLASS DM 7/11/18 i O F N.T.S. ° WALE S SUPER SPACER OW m JK m' a« o LFS 1GT GLAZING DETAIL DIVANS 103.: m FL-27628.5 0 SHEET OF • • J®B B al rsy ,„\„ lukuul''6, Novatech® _= 1 i,-, !�o. & N'% <4 •Z_ a n • i oo :o — m CO SEE CHART FOR MAX.O.A.FRAME WIDTH ` % , '•••.... •CIi: ''”T '7,, ', Jr \ J IDS �' l II 11\1\t\ n Z O°-,o m 0. Z __ ------- --- o .E a z m o R-301 401 ! `� '� N a �;,,, ' d`m / c 4,, m 0:a4 isg SLIDING PATIO DOORa ra "NON-IMPACT" j Z� wSS W i Z LL < X O6 0 oz Z d N W 0 c. 2V " o ar, GENERAL NOTES OL0 FS = i a a 1. This product anchoring drawing is in compliance with the 6th Edition(2017) U y Florida Building Code(MC)structural requirements excluding the"High L m o Velocity Hurricane Zone"(HVHZ).See the Certification Agency Certificate for sizes,specifcations and ratings. 2. Product anchors shall be as listed and spaced as shown on details.Anchor � iA LL embedment to base material shall be beyond wall dressing or stucco. N z 0 3. When used in areas requiring wind borne debris protection this product is a required to be protected with an impact resistant covering that compliesrt %5 with FBC Sections 1609.1.2&R301.2.1.2. m 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. r 5. Site conditions that deviate from the details of this drawing require further MAX. MAX. DESIGN PRESSURE(PSF) SILL ¢ ' p engineering analysis by a licensed engineer or registered architect. FRAME D.LO. GLASS TOWER DIMENSION DIMENSION TYPE POSITIVE NEGATIVE RISER o 0 tTABLE OF CONTENTS 95.5"X 79.5" 43.7'x 72.2" G1 +50.0 -50.0 NO aIL 7/11/18 ` SHEET/ DESCRIPTION SCALE: N.T.S. Q -- 1 Typical elevations,design pressures and general notes 95.5"X 95,5" 43.7"x 88.2" G1 +40,0 -40.0 YES DWG.Or JK ' 2 Horizontal cross sections m 3 Vertical cross sectionsCNN e+. LFS e 14 4 Buck and frame anchoring 95.5"X 95.5" 43.7"x 88.2" G3 +50.0 -50.0 YES °RIMING NO.: 7. 5 BE of materials,glazing details&components FL 27628.6 0 smcr 1 a 5 ry a V O ® INTERIOR .: * � Z em N7 Oh Ip irk MIla� ,g/TI 1\` �i U\, m 'l1` © 1 pg 2 � ■ I) X T0 - = r1 o t 1 E 21'6 u maa li iiii EXTERIORm© a 3a "l RBNFORCEMENT SHOWN IS REQUIRED FOR ✓ ALL FRAME HEIGHTS UP TO 79.5' rn U S, Cs HORIZONTAL CROSS SECTION S1QGGGQ co N v v z< _& a U ppg C a a O 0 LOCK&HANDLE INTERIOR INTERIOR 0 d CI) g E 49 0 Sir0 gi, se o 41) 1 ' '. ., lir 111 I -._ __film-1 ti 111 tr'z . .• -' T III_ Wi 11. iiii 11.44 . • I - �■f� m o ale u q • • z v $ ` EXTERIOR �� EXTERIOR ane 7/11/18 i SCREEN REINFORCEMENT SHOWN IS REQUIRED FOR I 1-1/P MW. N.T S. ° t-I/A MIN. ALL FRAME HEIGHTS>79 5 ttt��� EMB.(TVP.I DWG.er. JK o DWG. s EMB.in P•1 22 HORIZONTAL CROSS SECTION °« Eft LFs i lO HORIZONTAL CROSS SECTION oeift Na: 2 Shown w/2X Buck 2 HORIZONTAL CROSS SECTION 2 Shown w/I X Buck Cauhvclion FL-27828.6 0 sEaT a o RACIlentn\Novated\A-Florida Product Approvals\FL-27628\C-Drawngs\FL-2762818-27628.6.dwg,3.1 0 0 • ei 70 n' 2 ill , w T R _ — ___)-- 11* 0 --1 ill ffy l0 0 00 , F O ' , I O 11\'111`111\111\\\x.11:/ RTc= p ..... . ,.00h Elia _ �/ ik 111 ams.7 1 c=Ar 1 z i VA • . 0 0 a e . : ' 08 1-1/4"MMI. p O 0 e 0 0 p EMB.(TYP.) �z2 r 1-1/4"MN. 7' 0 a' EMB.(TYP.) r13, .71g © p 5 0 a • • li JO _ ii R � �% i. I 1 01—ilA O 1 111.1. IIII 111IIIIIII _ , a.ri3 IM = !SI— -V _ w1 4==III z 8 02 Aa © 0 $ I i's' • I-I/4'MIN. - ii —._ !d EMB.(TYP.) °Ig aug `.` V.•' BI •.e' -.t.• G �*• No.4.3409 p g 1 7•/4 '/g STATE OF . tf Q PRODUCT: DNOVocument. Prepared BY n• "•.?RORID ,.•' `�: • I I ,'R, PATIOATECH DOOR PYE. NoLndonF43409 tat ////,,IONAI.tt sem\ 11/111111 Q m 0°, ` - PART OR ASSEMBLY: Cl,) BUILDING CONSULTANTS. INC. VS VERTICAL ✓�,�P.O. Box 230, Vatrlco, FL 33595 Cl NO DATE BY CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 CD 2018 R.W.9UILDIN•CONSULTANTS INC. 1otlIIuIrrr .:' • SASH (TYP.) SASH 4 BUCK/STUD SASH "P') SASH r--(nP•I C=' a 6 C& 17zJ n .���---���— f t �\Y'•. :•fig �a I� —I I II II 1 CO . oe • — \\\ J O m 10 /',r,rrll 1111 ° Z p'o Q O h N ..Z — ..L O 2X BUCK, 2X BUCK O�/� ` n i 9 d t a • m'aai 0 FRAME IX BUCK© — 6 HEAD8JAMBS — t vZ STEEL STUD© Y,;. W (� (TIP.) --1- I 8 v, (TIP.) t O. X i —. o— O CQ! f— U�o O SILL o m P MASONRY FRAME ANCHORING OPENING 2X BUCK ANCHORING z 0 • g U1 cc a u CONCRETE ANCHOR NOTES: BUCK/STUD I.Concrete anchor locations at the corners may be adjusted to maintain the min. \ . edge distance to mortar joints. \ S 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 1 ■ 4 maintain the min.edge distance to mortar joints,additional concrete anchors _ _ FRAME 3.g may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. SILL O I f . .. ... Concrete anchor table: (l,P) I I 6 MIN.CLEARANCE MIN.CLEARANCE — z ANCHOR ANCHOR MIN. d a g TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT \ a EDGE ANCHOR .,.•• 4" I aTc 7/1 1 18 z s TAPCON° 1/1" 1-1/1' 2" 4" ! '• • \ I'-(TYp) , I 6" sutr N.T.S. a S ELCO MASONRY f -moi OTP•I DWG.BY, JK o ULTRACONs 1/4" 1.1/4" 1" 4" ') C..By LFS WOOD SCREW INSTALLATION NOTES: SILL oanwwc�. m 1.Maintain a minimum 5/8"edge distance,I"end distance.&I"o.c.spacing of ALTERNATE FRAME ANCHORING FL-27628.6 0 wood screws to prevent the splitting of wood. DIRECT TO MASONRY @ SILL secs 4 or 5 •� N aR,, • �`�11111111/Ih BILL OF MATERIALS 1.91. 2.1" I I--2.1"--------.]I :` '�...• Q,�� DEJA MATERIALFUI I I ; Cj�I_ C A• 1X BUCK SSG>=0.42) WOOD 11 �� T-c3 _ "9: i 4c $ •<- ,n^, B 2X BUCK(SG>=0.42) WOOD Gt f p pq• fr? 0.09" 1 g '�` z n C 1/4"MAX.SHIM SPACE - o D 1/4 X 2-3/4 PFH ELCO OR TTW CONCRETE SCREW STEEL 0--0.075" L S '. ''•., �` Pb,.. MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI ,i �� E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE yII� O SASH O MEEiiMG S1RF i��"hN 1 111111,` a o i F #8 X 2-1/7 PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL G 1/4"X 3.1/4"PFH ELCO OR I1W CONCRETE SCREW STEEL m n i .1 1/4"X 2-1/4"PFH ELCO OR 11W CONCRETE SCREW STEEL 0 1 41" �; lg c m z i 2 o K #10 PPH SELF-DRILLING SMS STEEL I r N . lip,p, goo a X STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy 33 ksi min.,Fv=45 ksi min.) STEEL �� �� • m a a e 1 FRAME' PVC , 0) _ i I o= 3 SASH" PVC n-- 0.09" OA95" W 4 MEETING STILE• PVC , e r 1 3 d 5 XO MULLION• PVC 0 RIE L_ - D.__ ` 6 RXED RAIL* PVC I I JI .. 9 GLAZING BEAD* PVC I--1.75"---I Z 10 ROLLER ASSM. PVC CD z 11 SILL TOWER RISER* PVC 10 XO MWJON 0 FXED RAIL r y$ 14 REINFORCEMENT(SASH STILE) STEEL (0?S k g 15 REINFORCEMENT(MEETING STILE) STEEL o g< 16 REINFORCEMENT(MEETING STILE) STEEL o iod, o o e N 17 REINFORCEMENT(XO MULLION) STEEL { o o 18 REINFORCEMENT(XO MULLION) STEEL 19 REINFORCEMENT(XO MULLION) STEEL 1 O.OT o m •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY I-.-0.7r-- -T f-.-1 69"-�-I os--I Imo-- a EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". ()GLAZING �O BEAD ROLLER TRACK �1 F RISER 1 1/2" GLAZING TAPE(1/16") TT C T--- 11 CLASS BITE _� 1.OA.THICKNESS 1.12"-j- 1 3 1 c to ,-= 5/32"TEMPERED GLASS "ni c....._f., i 1 o y, MR;!:. i . ,. 0 SPACE 1 Iz a 0.79 I I F- 1.11" 0.75 Ir 5/32"TEMPERED GLASS REINFORCEMENfS REINFORCEMENT 0 " SASH STILE MEETING SIRE 62\ 6 MEETING STILE JQ G 1 GLAZING DETML SUPER SPACER 1/2" r gi 11�� r.Tv GLASS BITE 1"O A.11iICKNE55 a I o �ii.i 10 0- L otZ USIKAFLEX-s21 ve 7/11/185137 TEMPERED GLASS AIRSPACE oN.T.S. S ���� I- -I--1.29" 0.7T -I -iI 0.39" uro er JK m 5/32"TEMPERED GLASS a&et LES O� O REINFORCEMENT O REINFORCEMENT ° N6"O' w OGLAZING DETAIL SUPER SPACER XO MULLK)rl 8 XO MULLKNI 9 %O MULLION 11-27828.8 0 GS slur 5 OF 5