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114 Queens Ct 14-811 (sunroom)TD FEB 10 2014 _ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �r Documented Construction Value: $ Y--4 2 --oz) •'"x I 3271=H Job Address: I 114 (Dueev)s Cou=- , SrtNFO M , El Parcel ED: 9S - 19 - 30 - Gl `3 - 000O - DS9 O Historic District: Yes ❑ No 121' Zoning: Description of Work: CIA-" ff-- &wg-00 f-1 w Z CntnCd`e,�e Plan Review Contact Person: Eao0Y-E VAP -CAA Title: OMC -e-- P� iN fn G� 6Z Phone: L40 -4-4-2-3-09q2- Fax: y02 -'+9D• If849 E-mail: IMVt:r-L o COM J Property Owner Information Name Qic�04'd (�d'1 Phone (& �- 2� on Street: (fot,ri- Resident of property?: Q-1 Cl CA &P -k i City, State Zip: s 2-q ri\ /� /� Contractor Information Name aL Q�N Ayt -0�0 Phone: 4c�� - x-%23 • CC-) 2 - Street: Street: Oto 'S10 -6T 15� Fax: 40,7 q-90 q-`d`�`� City, State Zip: Lc)wc woog, ��- �2'�Sb State License No.: C_BC. - 1 ZS I b3 B Architect/Engineer Information Name: qtf-\/F.N elcoo -L, Phone: f y O Street: 15c) S . W Sc Iz� vJ ZY- �t Fax: City, St, Zip: R2 -r �qT l�,L�f. FIr- 3L] g53 E-mail: R-bGiPL-ktNS(a yt l-100 -Com Bonding Company: Mortgage Lender: W�!+ r Address: Address: Building Permit 84 Square Footage: ZSS No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: PERMIT INFORMATION Construction Type: e ' No. of Stories: i Flood Zone: X (Se.e- a C_ cid Mechanical 0 (Duct layout required for new systems) Plumbing ❑ " New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: GENERAL NOTES 1408 ( ULT) JOP SPECIFIC NOTES A. Wood: I. All lumber on or below grade shall be ACO Pressure Treated Southern Yellow Pine *2 Grade (Fb = 1,000 psi min.) 2, All lumber above grade (non -decking) shall be Southern Yellow Pine *2 Grade 3. All framing lumber shall be hem -fir *2 grade or equivalent 4. Wood structural panels shall be V2" Min. thickness, exposure 1 structural sheathing 5. In all instances where aluminum comes into contact with pressure treated wood, provide dielectric separation B. Concrete (See Site Preparation for Existing Concrete) I. All concrete grade beams and footing shall be 3000 PSI min, 12" x 16" dimensions - (U.N.O.) 2, All concrete filled supported slabs shall be 3000 PSI min., 4" min, thickness 3. Fibermesh (3/4" per cubic yard min.) meeting appropriate ACI 4 ASTM requirements GENERAL NOTES 1: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION 4 WIND CRITERIA PER ASCE 1-10, 2: NO EGRESS OPENINGS FROM ANY BEDROOM / SLEEPING ROOM HAS BEEN COMPROMISED BY PROP05ED 5UNROOM 3: ELEVATIONS ARE REPRESENTATIVE ONLY 2, Panel Core Foam is Preformed Expanded Polysterene Board (EPS). F. Sealant _ I. All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - 920 Type S, Grade NS, Class 25, G. Gaskets - 1. All gaskets are co -extruded and are non -migratory. H. Fasteners 1. All lag bolts shall conform to stainless steel type 300 IS - 8, with standard flat washer unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood 2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts 3. All concrete screws shall be i4" x 2 V2" min., Simpson, Hilti, Raw[, Tapcon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized All I b I h II h a . imum embedment of ax bolt diameter into structural framing (G = 42 min.) ELECTRICAL NOTES I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRIC CODE 4 CONFORM WITH THE FBG 4 ALL LOCAL CODES, 2: ALL ELECTRIC COMPONENTS SHALL BE TIED TO EXISTING ELECTRIC SERVICE 4 PANEL SPARES 3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY LICENSED ELECTRICAL CONTRACTOR 4. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK. 5. ag o is s a ave min 6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter may be used in lieu of welded wire mesh. (PITCH PER PLAN) *10 x 3/4" SCREWS EXISTING STRUCTURE 4. All slabs on grade shall be 4" thick with Fibermeeh on 6 Mil polyethylene vapor barrier on poisoned soil/fill I " SEE WALL SECTION EXTR'D ALUM 1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements - _ _ • USE SNAP ON FASCIA 5. All reinforcing shall be grade be ASTM A615 Grade 60 (60 KSI Min.) deformed bars IF GUTTER NOT USED SUPPORTS 8. All fasteners connecting aluminum components or pressure treated lumber are stainless steel type 300 ]8 - 8 unless FOUNDATION 4 SLAM NOTES 6. All overpour concrete filled supported slabs shall be 3000 PSI min. w/ A Bonding agent added. ' NEOPRENE GASKET WASHER ALUM. TO ALUM. 9. fasteners shall comply with WEEP HOLE 1/4" 1. Soil bearing pressure shall be a minimum of 2000 PSF (U.N.O.) I (1) SCREW 6 MAX 2" FROM EA SIDE 4 9 MAX 6" O.C. PER POLY -PANEL I. Site Preparation I. Foundation systems must be placed on clean, compacted, termite -treated fill/soll with vapor barrier. I MIN. I" EMBED INTO BEAM (FRONT EDGE) NEW +/- 4" SLAB WITH 3000 PSI CONCRETE w/ FIBER -MESH, 2, Existing Foundation, footing and slab if noted on the Floor Plan have been evaluated 4 3" x 3" x 0,125" BEAM _ found acceptable for this application. ' POLY ROOF PANEL OVER CLEAN COMPACTED, NON ORGANIC FILL OR C. Masonry: N/A TYP. EXTRUDED 4000/6000 ASTM E 119... ASTM E 1300... ASCE 1... AAMA/N?EA 2100-02 UNDISTURBED VIRGIN SOIL, OVER 6 MIL VAPOR BARRIER +/- 100.0 P5F II 3" x 3" x 0,125" COL. 3.0: Use and occupancy category 2 addition 4.0: All Fenestration products comply FIT PANEL) SOiL BELOW NEW CONCRETE FOOTING TO BE TERMITE TREATED D. I. Aluminum All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper except as noted below: 5.0: All wall and roof panels and assemblies comply 6.0: Does not apply to category 2 additions MATERIAL II C EXISTING SLAB TO REMAIN IF NOTED ) 2. Great Room 12 ridge beam .....6063 - T6 Corner Column .......6063 - T6 H -Column .........6105 - T5 All structural aluminum work conforms to "Part I -A - specifications for aluminum structures - allowable stress design: I 4 KEY FOR SIZE 20 PROVIDE CI OR 2) *5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION, -ALUM. TO ALUM. or "Part 1-5 - Specifications for aluminum structures - building load and resistance factor design" of The Aluminum All listed product approvals have been reviewed and accepted by the engineer of record, w/ (2) 1' x 2" x 211 x ,125" CLIPS, 2 LB EPS Panel SET IN EPDXY, TIE TO (1 OR 2) *5 RODS IN NEW FOUNDATION (SEE PLAN) w/ (4) #12 x 3/4" S,M.S. TO POST Association, Inc. Seventh Edition, Effective January 2000 EXISTING ' 'STRUCTURE. L. DESIGN LOADS: This structure has been designed in accordance with, 4 meets the requirements of w/ (4) *12 x 3/4" S.M,S, TO BEAM 3. In all instances where aluminum comes into contact with steel, or pressure treated lumber provide dielectric separation3O PER CLIP U,N.O (2) CLIPS PER COL o per Section R301.2.1.1, 4 all applicable sections of 8301 design criteria 12" x 16" FTG, w/ (2) *5 BAR5 CONT. E. Glass AS 51GNED, SEALED 4 DATED HERE,.. - - ® 8" x 8" THICKENED EDGE FTG, w/ (1) *5 BAR CONT, 1. Glass units consist of two panes of I/8" thick tempered glass with a 5/8" stainless steel spacer 0 I ® X between panes with an argon fill >" > CONCRETIE > > 31 5) FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN. SOIL BEARING 2. Glass conforms to ASTM E1300 EXISTING OF 2000 POUNDS PER SQUARE FOOT Solid Wall Panels 1. Aluminum panel skin is Alloy 3105 - H14/H25 and is 0.024" thick min. Q EXISTING 6) CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. 2, Panel Core Foam is Preformed Expanded Polysterene Board (EPS). F. Sealant _ I. All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - 920 Type S, Grade NS, Class 25, G. Gaskets - 1. All gaskets are co -extruded and are non -migratory. H. Fasteners 1. All lag bolts shall conform to stainless steel type 300 IS - 8, with standard flat washer unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood 2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts 3. All concrete screws shall be i4" x 2 V2" min., Simpson, Hilti, Raw[, Tapcon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized All I b I h II h a . imum embedment of ax bolt diameter into structural framing (G = 42 min.) ELECTRICAL NOTES I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRIC CODE 4 CONFORM WITH THE FBG 4 ALL LOCAL CODES, 2: ALL ELECTRIC COMPONENTS SHALL BE TIED TO EXISTING ELECTRIC SERVICE 4 PANEL SPARES 3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY LICENSED ELECTRICAL CONTRACTOR 4. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK. 5. ag o is s a ave min 6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter �E (PITCH PER PLAN) *10 x 3/4" SCREWS EXISTING STRUCTURE -s 16" O.C. MAX. VERTICALLY not greater than -i0 percent of the thread diameter of the bolt or screw. All lag bolts and screws shall be inserted in pilot holes by turning and under no circumstances by driving with a hammer. I " SEE WALL SECTION EXTR'D ALUM 1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements - _ _ • USE SNAP ON FASCIA LADDER and allowable loads and shall only be applied in conditions acceptable to manufacturer IF GUTTER NOT USED SUPPORTS 8. All fasteners connecting aluminum components or pressure treated lumber are stainless steel type 300 ]8 - 8 unless *14A S.M.S. SCREW w/ 1-1/2" S.S. SEALANT manufacturer galvanized bolts specifies for use with ACQ pressure treated wood, or otherwise noted on plana All ASTM 4153 ' NEOPRENE GASKET WASHER ALUM. TO ALUM. 9. fasteners shall comply with WEEP HOLE 1/4" /RECEIVER CHANNEL 10. All connectors shall comply with ASTM A653 Class G - IS I (1) SCREW 6 MAX 2" FROM EA SIDE 4 9 MAX 6" O.C. PER POLY -PANEL I. Site Preparation I. Foundation systems must be placed on clean, compacted, termite -treated fill/soll with vapor barrier. I MIN. I" EMBED INTO BEAM (FRONT EDGE) WALL PANEL SCREWS SILL TO / WINDOW 2, Existing Foundation, footing and slab if noted on the Floor Plan have been evaluated 4 3" x 3" x 0,125" BEAM _ found acceptable for this application. ' POLY ROOF PANEL w/ 2" x 2" x 2" x .125" CLIPS J. Reference Standards: (USE PROPER GUTTER, TYP. EXTRUDED 4000/6000 ASTM E 119... ASTM E 1300... ASCE 1... AAMA/N?EA 2100-02 FASCIA 4 RIDGE PARTS TO +/- 100.0 P5F II 3" x 3" x 0,125" COL. 3.0: Use and occupancy category 2 addition 4.0: All Fenestration products comply FIT PANEL) I CONNECTION SECTION " 5.0: All wall and roof panels and assemblies comply 6.0: Does not apply to category 2 additions MATERIAL II STRUCTALL 1.0: All applicable provisions comply TYPICAL INTERMEDIATE COLS, I 4 KEY FOR SIZE ELITE - K. Florida Product Approvals (provided by contractor): "SEE PRODUCT APPROVAL AFFIDAVIT"CONNEc,TIONS -ALUM. TO ALUM. - J - -j All listed product approvals have been reviewed and accepted by the engineer of record, w/ (2) 1' x 2" x 211 x ,125" CLIPS, 2 LB EPS Panel r� w/ (4) #12 x 3/4" S,M.S. TO POST SEE COL. TO EXISTING ' 'STRUCTURE. L. DESIGN LOADS: This structure has been designed in accordance with, 4 meets the requirements of w/ (4) *12 x 3/4" S.M,S, TO BEAM O O the Florida Building Code, Residential 2010 Edition 4 Amendments 4 ASCE 1-10 PER CLIP U,N.O (2) CLIPS PER COL o per Section R301.2.1.1, 4 all applicable sections of 8301 design criteria INTERMEDIATE �CONNECTION� Design Roof Load: Dead Load (Addition): 10 PSF Live Load (Roof). 20 PSF AS 51GNED, SEALED 4 DATED HERE,.. - - Design Criteria: <. ,, POST/BEAM/ROOF CONNECTION NTs Wind Velocity (ULT): 140 MPH (3 sec gust) Exposure: B Risk Category: II Z 0 Building Height: < 30 Mean Roof Height: <15 Enclosure Type: Enclosed Max MWFRS Pressures: Wall: 16.6 par Roof: 26.3 per Max Components and Cladding Pressures: Roof Zone 1: +10.0/-24.8 psf Roof Zone 2: +10.0/-29.4 par Roof Zone 3: +10.0/-29.4 per Worst Case - Wall Zone 4 / 5 . +19.4 / -23.6 per M. Abbreviations The following list of abbreviations Is not intended to represent all those used on these drawings, but to supplement the more common abbreviations used: TYP. - Typical SIM. - Similar UNO, - Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field N. Responsibility 1. All site work shall be performed by a licensed contractor in accordance with applicable building codes, local ordinances, etc, 2. Contractor shall verify all dimensions and detalls, notifying engineer of any discrepancies between drawings, fabricated items, or actual field conditions 3. These drawings represent the acceptability of the "Sunroom" room additton elements as provided by the contractor 4. All details on these drawings are engineered based on Information provided by the contractor 5. Refer to the manufacturers shop drawing for further details 6. Any details not shown are to be engineered in accordance with standard engineering Practices. O. Miscellaneous 1. This structure conforms with Catagory II Sunroom requirements. 2: Catagory II Sunrooms per AAMA/NPEA/NSA 2100-02 Section 1,0 General Requirements for Sunrooms Subnote 1.1 Electrical Requirements Subnote 111 . (Egress Lighting required only) SEE POLY PANEL TO BEAM DETAIL SELF MATING ALUMINUM BEAM o „ ( SIDE BEAM) o o o -I CONNECT SELF MATING BEAM EXISTING TO EXISTING STRUCTURE STRUCTURE w/ 4-5"( SIZE FOR BEAM) x 2 1/4" x 2" x .125" "C" CHANNEL CLIP SCREWED TO EXISTING CONCRETE POST / STRUCTURE w/ (3) 1/4" x 3" TAPCONS OR EQUAL COL 4 TO SMB w/ (8) "10 x 3/4" SMS EA END (4 EA SIDE OF SMB) V SAME CLIP BOLTED TO 3 x 3 POST w/ (2) 1/2" THRU-BOLTS w/ WASHERS (SAME BOLTS USED TO ATTACH FRONT SMB) (NOTCH POST) SMP CONNECTION TO EXISTING STRUCTURE POST e SIDE BEAM EXISTING ROOF NOT TO SCALE EXTR'D ALUMINUM *14,4 ROOF SCREW ( I" MIN, EMBED TO BEAM �E (PITCH PER PLAN) *10 x 3/4" SCREWS EXISTING STRUCTURE -s 16" O.C. MAX. VERTICALLY *8 x 1/2" I " SEE WALL SECTION EXTR'D ALUM TEK FOR ADDITIONAL LADDER SCREW FA SUPPORTS 612" O.C, TYPICAL SEALANT / MAX. 2 x 3 COL ALUM. TO ALUM. APPLY STRUCTURAL WEEP HOLE 1/4" /RECEIVER CHANNEL SEALANT PANEL EDGE (2) *10 x 3/4" TEK CONNECTIONS WALL PANEL SCREWS SILL TO / WINDOW SCREWS -s RECEIVER 3" x 3" x 0,125" BEAM EXTR'D ALUMINUM CHANNEL TOP/BTM TO COLUMN *10 x I" TEK SCREW w/ 2" x 2" x 2" x .125" CLIPS TO EXISTING STRUCTURE 2 PER L - SHAPED TYP. EXTRUDED 4000/6000 CLIP TO BEAM EXTR'D ALUMINUM +/- 100.0 P5F w/ (3) 012 x 3/4 S.M.S. 3" x 3" x 0,125" COL. ALUM. COL. SIDE - 2 ROWS OF 2 EAVE / PEAM / COL. / CONNECTION SECTION U.N.O ' MATERIAL SEE FLOOR PLAN STRUCTALL A❑ c❑ FL 15491 =5v;sM\ B 4 KEY FOR SIZE ELITE 3" x 0,032" CHAIR RAIL - MAX. +/- 30" A.F.E. B PANEL MATERIAL B 2 LB EPS Panel r� (1) 1/4" UPCON w/ 5/0" WASHERA SEE COL. TO EXISTING ' 'STRUCTURE. A USE IN THE STRUCTURE TO Lu/ MIN EME3ED 13/4 MAX 24 O.C. TO SLAB'4 EXISTING STRUCTURE (2) 2 xFE SLAB DETAIL FOR COL. o SPECIFIED BY CURRENT CODE , �CONNECTION� AS 51GNED, SEALED 4 DATED HERE,.. A /1,9i Z 0 I ® X >" > CONCRETIE > > SEE POLY PANEL TO BEAM DETAIL SELF MATING ALUMINUM BEAM o „ ( SIDE BEAM) o o o -I CONNECT SELF MATING BEAM EXISTING TO EXISTING STRUCTURE STRUCTURE w/ 4-5"( SIZE FOR BEAM) x 2 1/4" x 2" x .125" "C" CHANNEL CLIP SCREWED TO EXISTING CONCRETE POST / STRUCTURE w/ (3) 1/4" x 3" TAPCONS OR EQUAL COL 4 TO SMB w/ (8) "10 x 3/4" SMS EA END (4 EA SIDE OF SMB) V SAME CLIP BOLTED TO 3 x 3 POST w/ (2) 1/2" THRU-BOLTS w/ WASHERS (SAME BOLTS USED TO ATTACH FRONT SMB) (NOTCH POST) SMP CONNECTION TO EXISTING STRUCTURE POST e SIDE BEAM EXISTING ROOF NOT TO SCALE EXTR'D ALUMINUM *14,4 ROOF SCREW ( I" MIN, EMBED TO BEAM UNIVERSAL GUTTER/ PER PANEL SIZE ) WITH NEO -WASHER GUTTER FASCIA SPACE 8CREW5 +W MAX 6" O.G. PER PANEL *10 x 3/4" SCREWS EXISTING STRUCTURE -s 16" O.C. MAX. VERTICALLY *8 x 1/2" I " SEE WALL SECTION EXTR'D ALUM TEK FOR ADDITIONAL LADDER SCREW g DETAILS SUPPORTS 612" O.C, i SEALANT / MAX. 2 x 3 COL (EXTERIOR ONLY) APPLY STRUCTURAL WEEP HOLE 1/4" /RECEIVER CHANNEL SEALANT PANEL EDGE (2) *10 x 3/4" TEK EXTR'D ALUMINUM WALL PANEL SCREWS SILL TO / WINDOW SCREWS -s RECEIVER 3" x 3" x 0,125" BEAM EXTR'D ALUMINUM CHANNEL TOP/BTM TO COLUMN *10 x I" TEK SCREW 1.45" x 2.10" x 4" x ,25" TO EXISTING STRUCTURE 2 PER L - SHAPED L - SHAPED CLIPS 4000/6000 CLIP TO BEAM EXTR'D ALUMINUM +/- 100.0 P5F 8 INTO COL, (4) EA 3" x 3" x 0,125" COL. FL 1542c3.1 SIDE - 2 ROWS OF 2 EAVE / PEAM / COL. / CONNECTION SECTION NOT TO SCALE EXISTING ROOF SILICONE SEALANT *S x 1/2" TEK SCREW COUNTER FLASHING 6 ON TOP 4 6 ON BOTTOM \ OF PANEL (MINIMUM) SEALANT �\ (EXTERIOR ONLY) EXISTING 34" THK. ROOF PANEL TRUSSES (USE PROPER GUTTER, 24" O.C. ' FASCIA 4 RIDGE TO FIT PANEL SIZE - SEE PLAN) (2) 1/4 x 1 3/4 FASTENERS INTO PT 2 x 6 LEDGER 0 16" O.C. MAX. , EXTR'D 3-4" ALUMINUM RIDGE USE PROPER SiZE FOR PANEL PT 2 x 6 LEDGER ATTACHED TO EA. TRUSS w/ (2) 3/8" x 3 3/4" LAG BOLTS/PRE-DRILL C COUNTERSINK ) RIDGE ATTACHMENT TO EXISTING TRUSSES NOT TO SCALE SCREEN ROOM I ALUMINUM COL. SEE PLAN FOR SIZING �- (2) 2 x 2 x .125 ALUMINUM CLIPS (1) EA. SIDE w/ (2) 1/4" x 3" TAPCONS - MIN 1 3/4" EMBED 4 SETBACK o o j , w/ (4) 1/4" x i" SELF -TAP SCREWS PER CLIP SCRE NEW +/- 4" CONCRETE SLAB +/- 2" w/ 8" x 8" THICKENED EDGE FTG. O ' 1 ' w/ (1) *'5 BAR CONT. O COL, TO CONCRETE SLAB CONNECTION DETAIL NTS TYPICAL ALUMINUM SYMBOL KEY ® 1 x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 3 x EXTRUDED HOLLOW ALUMINUM COL. ❑D 3 x 3 x .125 EXTRUDED HOLLOW ALUM. COL. ® 2 x 5 ALUMINUM S.M.B. EXISTING ROOF KISTIN ROOF EXISTING ROOF EXIS SEE PRODUCT APPROVAL / NOA FOR TYP. CONNECTIONS FOR OPENINGS FRONT WALL SECTIONS GABLE -END WALLS SIMILAR WALLS SEE EAVE DETAIL FOR (ROOF CONNECTION A V (2) *10 x 3/4" TEK SCREW MULLION a 12" O,C, 4 CLIP - - - (TYP.) OR BEAM SOLID #lo x 3/4" SILL PANEL TEK SCREW 11 FILLERI m 12" o.C. IF NEEDED / (TYP.) MULLION - (2) #10 x 3/4" 4 CLIP TEK SCREW 12" 0,C, 1 ' -T (TYPJ I' - �4 (TYPJ II'16*14 S,T,S. PER N.O.A. u ` ' II OR V --LL SLIDER ❑D - ; _FF1_1T �I� WINDOW SEE- 11 FLOOR x /1 { PLAN LLI F - ISI (TYPJ *14 S.T.S, PER N.O.A. MULLION (2) *10 x 3/4" 4 CLIP TEK SCREW 6 12" O.C. - - -I (TYP.) SOLID*lo x 3/4" PANEL TEK SCREW SILL FILLER --Q 12" O,C. (TYPJ SEE SILL CONNECTION DETAIL WALL SECTION NOT TO SCALE 0 +/- 4' 3000 P51 w/ FI5ERME5H ~ CONCRETE SLAB i 16" w/ FOOTING AS SHOWN ON PLANK 12" MIN. 6 MIL. MIN. (2) VAPOR BARRIER *5 REBAR TYPICAL SLAB / FOUNDATION DETAIL NOT TO SCALE 12 x 18 x 14 sc O.N, EX16TIN / FIBERGLASS RESIDENCE SCREEN EXISTING / 4 OPENINGS RESIDENCE / �s o s -' RESIDENCE / TO REMAIN 4 OPENINGS # 4 OPENINGS/ TO REMAIN/ TO REMAIN 24" SOLID SOLID/ KICK PLATES , /// PANEL PANEL / / 024" ALUM. SKIN ' SUNROOM LEFT ELEVATION SUNROOM RiGHT ELEVATION SCREEN -ROOM SiDE ELEVATION SCALE: 1/4 = l' -O SCALE. 1/4 = 1'-0" SCALE: 1/4 = 1'-0" Subnote 1.1.2 : Exceptions: Catagory II Sunroome are exempt from requirements for receptacle outlets EXISTING / COVERED PORCH / SLAP EXISTING RESIDENCE 4 SILICONE SEALANT EXISTING COUNTER FLASHING '\ RESIDENCES 08 x 1/2" TEK SCREW \ 6 ON TOP 4 6 ON BOTTOM OF PANEL (MINIMUM)-� SEALANT \ (EXTERIOR ONLY) 1 ROOF PANEL (2) 014 x 3" STS FASTENERS INTO (2) 2 x 10 S.M.B. a 16" O.G. MAX. EXTR'D ALUMINUM RIDGE USE PROPER SIZE FOR PANEL CONNECT SELF MATING BEAMS TO EXISTING STRUCTURE w/ 8 ( SIZE FOR BEAM) x 4 1/8 x 10 x .125 CICHANNEL CLIP SCREWED TO EXISTING CONCRETE STRUCTURE w/ (5) 3/5" x 3" TAPCONS OR EQUAL 4 TO SMB w/ (10) *12 x 3/4" SMS EA END (5 EA SIDE OF SMB) RiDGE ATTACHMENT TO SELF MATING BEAMS NOT TO SCALE +/- 12" O.H. 1/4" x 2 1/2" FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE -s 16" O.C. MAX. VERTICALLY EXISTING RESIDENCE 4/ 77r7 ' PROD. DESIGN TO REMAIN ('4 OPENINGS TO REMAIN PLAN VIEW *10 x 3/4" TEK SCREWS I SILL TO CONCRETE SLAB CONNECTION DETAIL INSIDE ROOM a RECEIVER CHANNEL 2 x 3 COL \ TO COLUMN 12" O.C, VERT. OPENINGS TO REMAIN /RECEIVER CHANNEL 12' \0�� (2) *10 x 3/4" TEK (4) *10 x 3/4" TEK WALL PANEL SCREWS SILL TO / WINDOW SCREWS -s RECEIVER - - - �� - - - COLUMN CHANNEL TOP/BTM TO COLUMN EXISTING GAPLE ATTACHMENT TO EXISTING STRUCTURE LUv' 4000/6000 UJ FIXED WINDOW +/- 100.0 P5F LAWSON Non -impact FL 1542c3.1 ROOF PANEL ROOF TO REMAIN/ ' MATERIAL +/- 40,0 PSF STRUCTALL ILB EPS Panel FL 15491 =5v;sM\ B +43.0 -10 PSF ELITE 3" x 0,032" FL 1561 1 PANEL MATERIAL 2 LB EPS Panel r� i HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, MIT AND HAVE APPROVED THEIR A USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE (2) 2 xFE TO THE WiND LOADS AND FORGES o SPECIFIED BY CURRENT CODE , C AS 51GNED, SEALED 4 DATED HERE,.. /1,9i Z 0 I ® X 31 EXISTING ; ., ' ., ; ., ; ., :SOLID Q EXISTING I (SEE FOUNDATION NOTES) NON -HABITABLE • z _ri ROOF TO REMAIN LL PANEL ROOF TO REMAIN �I _ I SCREEN ROOM D ❑ O' UN-AIRCONDITIONED EXISTING PORCH F,F.E. MATCH E - �I r� +/- 12" o.H,' +/ 12"O o,H. © , I NEW SLAB 0 (3 (2) C2) FAN BEAMS IN SUNROOM E I� (U FAN BEAM IN SCREEN -ROOM I ► , EXISTINGFIBERGLA55 0 3 ; SEE TYPICAL N RESIDENCE i - / SCREEN ILL] 2 x 5 S.M.B. ALUMINUM COL. SYMBOL KEY cfJ I 2 x 4 OPENINGS + x FOR COL. DESIGNATION I I S,M, TO REMAIN SOLID ' ® ®� ®I PANEL f�i -------------------------------------- -®- --- --- --- SCREEN COVERED D G G C ELEVATION � � A D +/- 5' 8.25" x 4" 10" 0 KI SCREEN -ROOM SUNROOM FRONT 24" AREA DOOR HRZ SLD WINDOWS COVERED KICK PLATES SCALE: 1/4" = 1'-0" +/- 24'-011 AREA .024" ALUM. SKIN CONTRACTOR rO /ER/FY +/-101-OSI FLOOR PLAN EXAC r [UiNC>OU/ $ DOOR S/zEs SCALE: 1/4" = 1'-O" +/- 12" O.H. NOT TO SCALE INSIDE ROOM (3) #10 x 3/4" TEK SCREWS WALL EACH SIDE OF COLUMN PANEL SEE SILL If U 3" x 3" x 0.12511 U - - CONNECTION / ALUMINUM z0 -- FOR DETAIL - COL. 0 PLAN VIEW #10 x 3/4" TEK (3) #14 x 3/4" TEK SCREWS CONTEXTR'D SCREWS -6 12" O.G. CLIP TO COLUMN ,4LUMINUM SILL TYP 3" ALUM, COL, CONNECTIONS NOT TO SCALE PLAN VIEW WIN, INSIDE ROOM ' TYP CONT. EXTR'D (3) 014 x 3/4 -ALUMINUM SILL BELOW TEK SCREWS - - CLIP TO COLUMN MULLION CLIP TYP % 3" x 3" x 0.125" ' (3) #10 x 3/4" TEK ALUMINUM SCREWS SILL TO COL. OUT SiDE CORNER WALL OF COLUMN PANEL TYP. 3" ALUM. CORNER COL, CONNECTION AT SiLL NOT TO SCALE - - CAP EXISTING 1/4" x 2 1/2" FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE -s 16" O.C. MAX. VERTICALLY APPLY CAULKING SANFORD, FL 32111 77r7 ' PROD. DESIGN BETWEEN SILL 4 WALL ('4 © 11 PLAN VIEW *10 x 3/4" TEK SCREWS I SILL TO CONCRETE SLAB CONNECTION DETAIL INSIDE ROOM a RECEIVER CHANNEL 2 x 3 COL \ TO COLUMN 12" O.C, VERT. APPROVAL /RECEIVER CHANNEL ®�EP-, (2) *10 x 3/4" TEK (4) *10 x 3/4" TEK WALL PANEL SCREWS SILL TO / WINDOW SCREWS -s RECEIVER - - - �� - - - COLUMN CHANNEL TOP/BTM TO COLUMN N 8500 Non -Impact GAPLE ATTACHMENT TO EXISTING STRUCTURE NOT TO SCALE INSIDE ROOM (3) #10 x 3/4" TEK SCREWS WALL EACH SIDE OF COLUMN PANEL SEE SILL If U 3" x 3" x 0.12511 U - - CONNECTION / ALUMINUM z0 -- FOR DETAIL - COL. 0 PLAN VIEW #10 x 3/4" TEK (3) #14 x 3/4" TEK SCREWS CONTEXTR'D SCREWS -6 12" O.G. CLIP TO COLUMN ,4LUMINUM SILL TYP 3" ALUM, COL, CONNECTIONS NOT TO SCALE PLAN VIEW WIN, INSIDE ROOM ' TYP CONT. EXTR'D (3) 014 x 3/4 -ALUMINUM SILL BELOW TEK SCREWS - - CLIP TO COLUMN MULLION CLIP TYP % 3" x 3" x 0.125" ' (3) #10 x 3/4" TEK ALUMINUM SCREWS SILL TO COL. OUT SiDE CORNER WALL OF COLUMN PANEL TYP. 3" ALUM. CORNER COL, CONNECTION AT SiLL NOT TO SCALE - - CAP EXISTING INSIDE W SLAB iF NOTED i ROOM Wcn m rn SILL CONNECTION TO CONCRETE SANFORD, FL 32111 (1) 3/8" x 2 1/2" CONCRETE SCREWS PROD. DESIGN ON EA SIDE OF UPRIGHT 4 (2" MAX) 4 MAX 12" O.C. BETWEEN ('4 1 z00 UNIT WIDTH / LENGTH I SILL TO CONCRETE SLAB CONNECTION DETAIL NOT TO SCALE SHADESUN 4 OO FORCH ENCLOSURE SOLARIUM 4 COVERED ., OOM PER AAl"i,4/NPEA/NSA 2100-02 416 STRUCTURE MEETS CATEGORY "I I" REQwRE1" (ENT PRODUCT APPROVAL SUPMITTAL AFFIDAVIT 00 a1 i ® Wcn m rn SANFORD, FL 32111 PROD. DESIGN rte` V ('4 M� z00 fes+ MODEL # �Q+ �Uoo cn V/ ® IL APPROVAL Cn ®�EP-, +64.0 -89.0 PSF W a� FL 15441.3 HRZ. WINDOW +-13.3 -100,0 PSF LAWSON N 8500 Non -Impact FL 15428'1 PER AAl"i,4/NPEA/NSA 2100-02 416 STRUCTURE MEETS CATEGORY "I I" REQwRE1" (ENT PRODUCT APPROVAL SUPMITTAL AFFIDAVIT i THE FOLLOWING PRODUCTS WILL BE BETTI RESIDENCE INSTALLED IN THE STRUCTURE LOCATED AT: 114 QUEENS CT, SANFORD, FL 32111 PROD. DESIGN rte` V ('4 �� .r• � 1. MODEL # cn V/ PRESSURES IL APPROVAL SLIDING GLASS DOOR +64.0 -89.0 PSF LAW50N 9000 Non -Impact FL 15441.3 HRZ. WINDOW +-13.3 -100,0 PSF LAWSON N 8500 Non -Impact FL 15428'1 LUv' 4000/6000 UJ FIXED WINDOW +/- 100.0 P5F LAWSON Non -impact PER AAl"i,4/NPEA/NSA 2100-02 416 STRUCTURE MEETS CATEGORY "I I" REQwRE1" (ENT PRODUCT APPROVAL SUPMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE BETTI RESIDENCE INSTALLED IN THE STRUCTURE LOCATED AT: 114 QUEENS CT, SANFORD, FL 32111 PROD. DESIGN rte` V ('4 PRODUCT iFRODUCT MANUF, MODEL # cn V/ PRESSURES IL APPROVAL SLIDING GLASS DOOR +64.0 -89.0 PSF LAW50N 9000 Non -Impact FL 15441.3 HRZ. WINDOW +-13.3 -100,0 PSF LAWSON N 8500 Non -Impact FL 15428'1 LUv' 4000/6000 UJ FIXED WINDOW +/- 100.0 P5F LAWSON Non -impact FL 1542c3.1 ROOF PANEL 4" x 0,024" ' MATERIAL +/- 40,0 PSF STRUCTALL ILB EPS Panel FL 15491 KICK /SOLID +43.0 -10 PSF ELITE 3" x 0,032" FL 1561 1 PANEL MATERIAL 2 LB EPS Panel r� i HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, MIT AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WiND LOADS AND FORGES o SPECIFIED BY CURRENT CODE PROVISIONS. AS 51GNED, SEALED 4 DATED HERE,.. /1,9i LU rte` V ('4 d® cn V/ ^ IL L U- LUv' NCA UJ i © Copyright 2013 All rights reserved. REVISION DATE JOB # 1381 DATE: 12/20/13 SHEET 1 � 1 U ^ (V NCA V i ' Q)U- --i A 'D r� o Q) Q L�U Z 0 ® X Q • _ri LL © Copyright 2013 All rights reserved. REVISION DATE JOB # 1381 DATE: 12/20/13 SHEET 1 � 1