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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES 165E ( ULT ) A. Wood: 1. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Flo = 1,000 psi min,) 2. All lumber above grade (non -decking) shall be Southern Yellow Pine 02 Grade 3, All framing lumber shall be hem -fir 02 grade or equivalent 4, Wood structural panels shall be 1i5" Min. thickness, exposure I structural sheathing 5. In all instances where aluminum comes into contact with pressure treated wood, provide dielectric separation B. Concrete: N/A (See Site Preparation for Existing Concrete) C. Masonry: N/A D- Aluminum 1, All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper: 2. All structural aluminum work conforms to "Part I -A - specifications for aluminum structures - allowable stress design: or "Part 1-13 - Specifications for aluminum structures - building load and resistance factor design" of the Aluminum Association, Inc, Seventh Edition, Effective January 2000 3, In all Instances where aluminum comes into contact with steel, or pressure treated lumber provide dielectric separation E. Glass 1. Glass units consist of two panes of 1/8" thick tempered glass with an argon fill 2. Glass conforms to ASTM E1300 3, All clear Argon roof glass has the following min, properties: Ashrae Winter U Value - .25 Ashrae Winter R Value - 4.0 solid Wall Panels 1, Aluminum panel skin is Alloy 3105 - H14/H25 and Is 0.024" thick min, 2. Panel Core Foam is Preformed Expanded Polysterens 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. Sealant to be used for structural adhesion 4 to prevent water intrusion, G. Gaskets ., I, All gaskets are co -extruded and are non-mtgratoN. H. Fasteners 1, All lag bolts shall conform to stainless steel type 300 18 - 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 14" x 2 Ij" min„ Simpson, Hlltf, Rawl, Tapeon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized 5. All lag bolts shall have a minimum embedment of 8x bolt diameter into structural framing (G = .42 min.) 6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter not greater than 10 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. 1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements and allowable loads and shall only be applied In conditions acceptable to manufacturer S. All fasteners connecting aIuminum components or pressure treated lumber are stainless less steel type 300 18 - 8 unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood, or otherwise noted on plans 9. All fasteners shall comply with ASTM A153 10. All connectors shall comply with ASTM A653 Class G - 18 I. Site Preparation 1. Foundation systems must be placed on clean, compacted, termite -treated flit/soil with vapor barrier. 2. Existing Foundation, footing and slab if noted on the Floor Plan have been evaluated 4 found acceptable for this application. J. Reference Standards: ASTM E Ile... ASTM E 1300... ASCE 1-10.,. AAMA/NPEA 2100-02 3.0: Use and occupancy category 2 4,0: All fenestration products comply 5"0: All wall and roof panels and assemblies comply (0.0: Dose not apply to category 2 1.O: All applicable provisions comply K. Florida Product Approvals (provided by contractor): "SEE PRODUCT APPROVAL AFFIDAVIT" All listed product approvals have been reviewed and accepted by the engineer of record. L. DESIGN LOADS: This structure has been designed in accordance with, 4 meets the requirements of the Florida Building Code, Residential 2020 1TH Edition 4 Amendments 4 ASCE -Hro per Section R301.2.1,1, 4 all applicable sections of R301 design criteria Design Criteria: Design Roof Load: Dead Load (Addition): 10 PSF Live Load (Roof): 20 PSF Wind Velocity (ULT): 165MPH (3 sec gust) Exposure: B Risk Category: II Building Height: < 30' Mean Roof Height: <15' Enclosure type: Enclosed Max Components and Cladding Pressures: � Design Wind Pressures: Velocity Pressure: 41.0 per Max Pressures: Wall: 4 Roof: 58.8 Max Components ents and Cladding Pressures: Roof Zone 1" +15,0/ 50,4 psi Roof Zone 2 4 3" +15,0/- 54,3 per Wall Zone 4: +36.2/-39.8 per Wall Zone 5: +36.2/-44.2 per M. Abbreviations '` K The following list or abbreviations Is not Intended to represent all those +/- 12 used on these drawings, but to supplement the more common abbreviations �, O.H, JOB SPECIFIC NOTES GENERAL NOTES I: CONSTRUCTION TO FOLLOW THE TH OF REQUIREMENTS FLORIDA E BUILDING CODE 2020 1TH EDITION 4 WIND CRITERIA PER ASCE 1-16, 2: NO EGRESS OPENINGS FROM ANY BEDROOM / SLEEPING ROOM HAS BEEN COMPROMISED BY PROPOSED SUNROOM 3: IF APPROVED SHUTTERS OR IMPACT RATED EXISTING OPENINGS LEADING TO NEW SUNROOM ARE EXISTING THEY ARE TO REMAIN 4: ELEVATIONS ARE REPRESENTATIVE ONLY FOUNDATION 4 SLAB NOTES EXISTING CONCRETE SLAB 4 FTG, TO REMAIN ELECTRICAL NOTES I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE 4 CONFORM WITH THE FBC 4 ALL LOCAL CODES, 2: ALL ELECTRIC COMPONENTS SHALL 13E TIED TO EXISTING ELECTRIC SERVICE 4 PANEL SPARES 3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY A LICENSED ELECTRICAL CONTRACTOR 4. EGRESS LIGHT REQUIREMENT: (NEW LIGHT 4 SWITCH OR EXISTING LIGHT OR SOLAR POWERED LIGHT MAY 13E USED) 5, ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK, ADDITIONAL OUTLETS / CEILING FANS / LIGHTS / SWITCHES MAY BE INSTALLED PER ALL THE REQUIREMENTS AS LISTED ABOVE, WITHOUT FURTHER COMMENT FROM THE ENGINEER OF RECORD, SUNROOM CATEGORY II REQUIREMENTS I, PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS CATEGORY "II" REQUIREMENTS 2: CATEGORY "II" SUNROOMS PER AAMA/NPEA/NSA 2100-02 SECTION 1,0 GENERAL REQUIREMENTS FOR SUNROOMS SUISNOTE 1.1 ELECTRICAL REQUIREMENTS SUBNOTE 1.1.1 : (EGRESS LIGHTING REQUIRED ONLY) SUBNOTE 112 : EXCEPTIONS: CATEGORY II SUNROOMS ARE EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS. COUNTER FLASHING 08 x 1/2 TEK SCREW 12 ON TOP 4 BOTTOM OF \ \ OUTSIDE FACE OF PANEL (MINIMUM) EXISTING WALL SEALANT � (EXTERIOR ONLY) f F TYP ROOF PANEL USE PROPER GUTTER, FASCIA 4 RIDGE PARTS TO FIT PANEL SIZE \ EXTR'D ALUMINUM RIDGE 1/4" FASTENERS \ STAGGERED a MAX, 1611 O.C. LAG BOLTS OR EQUAL FOR WOOD FRAMING TAPCONS OR EQUAL FOR CONCRETE ROOF PANEL RIDGE DETAIL NOT TO SCALE of TYP. GLASS PANEL 04 s I s of ot used: TYP. - Typfcal SIM. - Similar UNO, - Unless Noted Otherwise CONT, - Continuous V,I.F - VerlFy In Field +' o 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 vsrffy all dimensions and details, notffyfng engineer or any TYP, sp�lp - discrepancies between drawings, fabricated items, or actual field conditions PaNEL KICKS 3. These drawings represent the accsptabllity of the "Sunroom" room addition elements as provided by the contractor FRONT ELEVATION 4, All details on these drawings are engineered based on Information SCALE: 1/4" = ILO" 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 engfneering Practices, / O. Miscellaneous' 1. This structure conforms with Catagory II Sunroom requirements, 2: Catagory II Sunroome per AAMA/NPEA/NSA 2100-02 Section 1,0 General Requirements for Sunrooms i Subnote 1.1 Electrical Requirements Subnote 1.1.1 (Egress Lighting required only) � Subnote 1.1.2 : Exceptions: Catagory it Sunroome are I TRANSOMS x x exempt from requirements for receptacle outlets. EXISTING BUILDING € OPENINGS TO REMAIN C TYP. SOLID LJ / PANEL WALL N LEFT ELEVATION SCALE: 1/4" = ILO" +/- 12" +/- 12" xLI O.H. O.H, TYP. SOLID PANEL WALL IF RIGHT ELEVATION SCALE: 1/4" = i'-0" 014A S.M.S. SCREW w/ 1 1/2" S.S. NEOPRENE GASKET WASHER (I) SCREW a MAX 3" FROM EA SIDE 4 4 a MAX 1" O.C. (1) PER POLY -PANEL a FRONT EDGE w/ MIN. 1" EMBED INTO BEAM 4 GABLE END SIDES a MAX 12" O,C, APPLY BEAD \ STRUCTURAL SEALANT \ 012 x 3/4" 3 SEE WALL SECTION TEK FOR ADDITIONAL SCREW DETAILS a IS" o.c. MAX. I APPLY BEAi2___a EXTR'D ALUMINUM SEALANT TYP. UNIVERSAL GUTTER M-3 EXTR'D ALUMINUM OR FASCIA " x 3" x 0,125" BEAM EXTR'D ALUMINUM14 x I" TEK SCREW 1.45" x 2.10" x 4"x .25"L - SHAPED CLIPS PER L -SHAPED CLIP TO BEAM (6) TTL EXTR'D ALUMINUM 8 INTO COL. (4) EA 3" x 3" x 0.125" COL. _ SIDE - 2 ROWS OF 2 ROOF / BEAM / COL. / CONNECTION SECTION NOT TO SCALE TYP. ALUM ,OSO" RIDGE RECEIVER USE PROPER SIZE FOR PANEL CONNECT RIDGE TO BEAM w/ 014 x 3/4" TEK SCREWS a 6" O.C. TYP. POLY ROOF, PANEL FLASH 4 CAULK TYPICAL .125" "U" CLIP SIZED FOR SMB CENTER RIDGE BEAM CONNECTED TO EXISTING STRUCTURE w/ (3) 3/8" LAG BOLTS w/ MIN. 1 1/2" EMBED TYPICAL Y ll' RIDGE SELF MATING BEAM��I CONNECTION • TYPICAL .125" "U" CLIP w/ (3) 1/2" THRU BOLTS AND WASHERS CENTER RIDGE BEAM / STRUCTURE CONNECTION NOT TO SCALE TYP, ALUM ,osoll RIDGE RECEIVER TYPICAL USE PROPER SIZE FOR PANEL SIDE BEAM CONNECTION o CENTER COL. CONNECT RIDGE TO BEAM w/ 3" x 3" x 3" x .125" "U" CLIP w/ #14 x 3/4" TEK SCREWS . 6" O,C, w/ (4) 012 x I" S,M.S. EA. SIDE TOTAL OF (a) CLIP CAN BE ANGLED TO MATCH BEAM TYP. POLY TYP, FLASHING CONNECT CLIP TO COL, w/ (1) 1/2" THRU BOLT ROOF PANEL SAME BOLT USED TO SECURE SMB TO COL. OR w/ (4) 012 x 1" S,M,S, - CONNECT ROOF PANELS TO RECEIVER CHANNEL w/ 014 x 3/4" TEK SCREWS • T O.C. MAX ON TOP 4 BTM TYP. TYPICAL RIDGE SELF MATING BEAM 3" x 3" x ,125" CONNECTION SIDE BEAM 3 1/2" T4RU BOLTS AND WASHERSML (3)1/2" CUT COL TO RECEIVE SMB CENTER RIDGE BEAM / COL. CONNECTION DETAIL NOT TO SCALE O.H, \\\ EXISTING BUILDING E OPENINGS TO REMAIN 14" (2) ANCHOR CLUSTER - MAX 4" SPACING MAX O.C. ® MEETING RAIL FOR NON -IMPACT 5" 4 (4) ANCHOR CLUSTER FOR IMPACT MAX r L T 1 T 1 i A r5" MAX •� \ \ �4• 131/4" MAX ILL.- 5" MAX ANCHORS SAME AS HEAD REQUIRED a SILL ANCHORS = 012 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN. PROVIDE 5 PITCHES MIN, PAST THREAD PLANE TYP. HRZ. WINDOW ANCHOR DETAIL NTS SEE PRODUCT APPROVAL / NOA FOR TYP. CONNECTIONS FOR OPENINGS APPLY STRUCTURAL SEALANT AS NEEDED FOR WATERPROOFING GABLE -END WALLS CONNECT SILL DIRECTLY TO ROOF PANEL U.N.O. FRONT WALL SECTIONS SEE EAVE DETAIL FOR ROOF CONNECTION -7- -�- I - BEAM OR � - -_ _ _ 0I4 x 3/4" MULLION TEK SCREW - a 16" Oz. SOLID PANEL STAGGERED (TYP.) SILL �� - - FILLER T AS NEEDED (4) *14 x 3/4" APPLY BEAD TEK SCREWS STRUCTURAL (2) EA SIDE a SEALANT TYP BTM OF PANEL (TYP.) MULLION •14 x 3/4" TEK SCREW 2 I! a 16" O.G. STAGGERED (TYP,) I FF\. y�ul (TYP.) 012 S.T.S. PER N.O.A. LI AA SLIDER OR � WINDOW l r TF✓'--7 -{B SEE PLAN NCI: -1 (TYP.) _ I = _ I 012 S,T,S, PER N.O.A. •14 x 3/4" TEK SCREW MULLION a i6" O.C. STAGGERED (TYP-) SILL SOLID PANEL KICK APPLY BEAD ---�/� -- Srrauc-ruRAL SEALANT TYP" T- _TI (4) 0I4 x 3/4" TEK SCREWS SiLL (2) EA SIDE a - - BTM OF PANEL - - - - (TYP.) OUTSIDE - -� EDGE----I__-_--� SEE SILL CONNECTION DETAIL WALL SECTION NOT TO SCALE TYP. ANCHOR INFO FOR OWING DOOR 014 SMS OR EQUAL INTO 1/81' 6063-T5 ALUM MIN. PROVIDE 5 PITCHES MIN, PAST THREAD PLANE 5/16" TAPCONS INTO CONCRETE MIN, 1 1/2" EMBED (1) 5 3/4" 4 11 3/4" MAX FROM CORNERS 4 12 3/4" MAX O.C. a FRAME HEAD / SILL 5" MAX FROM CORNERS 4 11 1/411 MAX O,G, a JAMBS SUN 4 SHADE CATHEDRAL SUNROOM ON EXiSTING SLAB EXISTING 2 STORY BUILDING 4 EXISTING CONCRETE SLAB 4 FTG. TO REMAIN TO REMAIN ELECTRICAL SYMBOL OUTLET LIGHT SWITCH ffi vWv CONTRACTOR TO VERIFY FR EXACT (UTA&PCW 4 DOOR SIZ56 2 x 10 SMS NON HABITABLE YYPICAL ALUMINUM COL 67MBOL KEY A 3 x 3 x .125 HOLLOW ALUMINUM E 2 x 3 x .125 HOLLOW ALUMINUM UN-AIRCONDITIONED G 4 x 4 x .25 HOLLOW ALUMINUM +/- 4' 8" ®+/- 4' 8" A❑ +/- 4' 811 ©+/- 4' S" A❑ +/- 4' 8" ® +/- 4' 811 SLW SLW SLW 30'-O"t SLW SLW SLW FLOOR PLAN SCALE: 1/4" = ILO" 01, 1/4" x 2 1/2" FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE / COLS- a I6 O.G. MAX. VERTICALLY APPLY CAULKING BETWEEN SILL 4 WALL J"; °;=:'(C•=.'.• ° }'. TAPCONS FOR CONIC. / 014 3/4" TEK SCREWS = ^ •� = •' s�,, efi ?>ALL PANEL"r: r.:' LAG -BOLTS w/ WASHER x .''•':;.'• ONLY FOR WOOD FRAME a RECEIVER CHANNEL`:-.-. '•:.:" TO WALL PANEL • ".±:�:2✓..?I`�i%`r+:�:iict a MAX 12" O.C. VERT, PLAN VIEW .OSO" RECEIVER CHANNEL ATTACHMENT TO EXISTING STRUCTURE FOR SOLID PANELS NOT TO SCALE 1/4" x 2 1/211 FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE is 16 O.C. MAX. VERTICALLY APPLY CAULKING BETWEEN SILL a WALL PLAN VIEW 014 x 3/4 TEK SCREWS A OR B INSIDE ROOM a RECEIVER CHANNEL ALUM COL RECEIVER CHANNEL TO COLUMN 12" O.C. VERt, 014 x 3/4" TEK WWNpow PANEL - SCREWS a 12" O.C. (2) 014 x 3/4" TEK SCREWS SILL TO PANEL a I6" O.G. a RECEIVER - - CHANNEL TO COLUMN GABLE ATTACHMENT TO EXISTING STRUCTURE NOT TO SCALE INSIDE ROOM (3) *14 x 3/4" TEK SCREWS EACH SIDE OF COLUMN SEE SILL 7 , _ I CONNECTION z3" x 3" x 0.125" FOR DETAIL ALUMINUM p ' WALL COL. PANEL - - PLAN VIEW e14 x 3/4" TEK 14 :KTYP CONT. 1,5" x 3" x .055" SCREWS a 12" O,C. (4 TTL) 014 x 3/4" TEK SCREWS EXTR'D ALUMINUM SILL (2) T 4 B OF CLIP TO COLUMN ® TYP 3" ALUM. COL. CONNECTIONS NOT TO SCALE PLAN VIEW TYP (4 TTL) *14 x 3/4" TEK SCREWS (2) T 4 B OF CLIP TO COLUMN TYP (3) *14 x 3/4" TEK/ SCREWS SILL TO OUT SIDE CORNER OF COLUMN WIN. INSIDE ROOM CONT. 1.5" x 3" x .05511 EXTR'D ALUMINUM SILL BELOW 1J V ° 3" x 3" x 0.125" ALUMINUM COL. WALL n n n PANEL TYP, 3" ALUM. CORNER COL. CONNECTION AT SILL NOT TO SCALE INSIDE `� TAPCON SCREWS a 2" MIN OF 4 ANCHOR BOLTS a 3" MIN ROOM z FROM CONCRETE EDGE I in� SILL CONNECTION TO CONCRETE 21 - 3 MIN. MIN. (1) 3/8" x 2 1/2" TAPCON SCREWS ON EA SIDE OF UPRIGHT a 2" MAX 4 MAX 12" O.C. BETWEEN - OR - (D 3/8" x 3 3/4" ANCHOR BOLT ON EA SIDE OF UPRIGHT a 2" MAX UNiT WIDTH / LENGTH 4 MAX 16" O.C. BETWEEN SILL TO CONCRETE SLAB CONNECTION DETAIL NOT TO SCALE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE THE LUDLOW RESIDENCE INSTALLED IN THE STRUCTURE LOCATED AT: 156 PEPPER LANE JENSEN BEACH, FL 34S51 PROD, DESIGN PRODUCT PRODUCT MANUF. MODEL * APPROVAL PRESSURES FRENCH DOOR +60 -11 PSF LAWSON SERIES 2200 LaPORTE IMPACT NOA 20-090LII HRZ. WINDOW +/- 65 PSF LAWSON SERIES 8100 HS IMPACT NOA 20-0813.06 FIXED WINDOW +/- 68.0 PSF LAWSON SERIES 4200/6200 IMPACT NOA 20-0428.01 ROOFING +/-80 PSF ELITE 4" x 0.030"x 28 EPS FL 1561,1 MATERIAL Aluminum Composite Pastel STRUCTURAL + 43 -10 PSF ELITE 3" x 0,032"x 20 EPS IMPACT FL 12225.1 WALL / KiCKS Aluminum Composite Panel I HAVE REVIEWED THE ABOVE COMPONENTS AND , LE COPY AND HAVE APPROVED THDEIRING USE IN THE STRUCTURE TO /� /�// Z1- PROVIDE ADEQUATE RESISTANCE (A tu3-0 TO THE WIND LOADS AND FORCES ritvitVvtU 1-Uhti SPECIFIED BY THE CURRENT CODE CODE COMPLIANCE PROVISIONS. ST. L CIE COUNTY AS SIGNED, SEALED 4 DATED HERE,,, WSOCC`70 RECEIVED SEE CLOUDED REVISONS APR 19 2021 FOR PERMIT * 2103-0194 . mittF^0 DaJartment . I_ecia :=cuaty �f/6 zl 00 O WM O en ZpWA WQ 00 00 r E V OC W � C) w 0Q a H 04< Cw V) rn LU r U � Uj Z Q LL + W 7 OLT (L W !J� 0 11�- ,,(� n� VJ z 0 to 441 4Q (P Ir Im'�e J ® N N J X LL Qf (L� (L L U_ 4'a Copyright 2021 All rights reserved. REVISION DATE 4-15-21 JOB * 2102 AE DATE : 1/29/21 SHEET 1 of ara3-o�9y