Loading...
HomeMy WebLinkAbout22-4139Address: 6407 Cobble Bliss St ZEPHYRHILLS, FL 33541 Phone: (516) 602-8042 BAR 004139-2022 Issue Date: 06/30/2022 Building Valuation: $20,306.72 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $20,309.72 Total Fees: $212.29 Amount Paid: $212.29 Date Paid: 6/30/2022 2:55:44PM 6407 Cobble Bliss Street Contractor: TRUE ALUMINUM INC t-7 (16-1!: 2-1 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the al inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. 2301��� Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 0- FIE T OFFICE 24WHA—:Mr :Er 'fro li��0Clljff 0 813-780-0020 City of Zephyrhills Permit Application Fax-813780-0021 Building Department Date Received C! Phone Contact for Permitting LAJ All W * 4 4 x A 9 A Owner's Name k k- I J Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6AJ'j'\ LOT # SUBDIVISION PARCELID#1 L", c' u c' ot c, C, u'n-' c-, (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR a COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL 'lo DESCRIPTION OF WORK lij I I -77 BUILDING SIZE I I SO FOOTAGE[ HEIGHT -7 TVkX xx xx x 0 UILDING VALUATION F TOTAL CONSTRUCTION _-ON ELECTRICAL AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $4( 39 6 Mom. =MECHANICAL VALUATION OF MECHANICAL INSTALLATION 1$ k' 4 =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY I SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License # ELECTRICIAN COMPANY = SIGNATURE REGISTERED L_Y_LN ] FEE CURREN L_YLN_j Address I License # PLUMBER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address License #Ful — a� MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License # F- OTHER COMPANY �UkA'W"ov, ,.`ai s"V'-"", SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 1I S RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction, 1% * Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the `Florida Construction Lien Law —Homeowners Protection Guide' prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. Name of Notary typed, printed or stamped qv Y Rt CHEYENNE BRA,-- JOHNSON Notary public - State of plorica c: Commisslor a HH 202204 ?�o My Comm. Expires Nov 28, 2025 3onoec throe gh Natiorai Notar+ Assn. and Who is/are pe ovally known to me or has/have produced t� as identification. Notary Public Commission No. I��9 �� L;e o to ped, tented or st e 5/25/22, 3:42 PM IMG_2487.JPG https:/idrive.google.com/drive/folders/1 ur4iuRZRlheskT3SEOLDINCXOTZ6lu2A 1/1 DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS__ 1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. 2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED, 3. ASCE 7-16 & SE17 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 5. AC1318 CONCRETE REFERENCE MANUAL. WIND LOADS_ 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 130 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = 32 PSF HORIZONTAL PRESSURES ON LEEWARD SURFACES = 26 PSF VERTICAL PRESSURES ON SCREEN SURFACES = 9 PSF VERTICAL PRESSURES ON SOLID SURFACES = 27 PSF FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6 FOUNDATION_ DESIGN PROPOSED 8"X8" FOOTER W/ (1) #5 REBAR W/ 4" SLAB 3000 PSI W/ FIBERMESH MISCELLANEOUS _ 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME, IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. FASTENER SPECIFICATIONS 1, FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1 'X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS, C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1 'X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS RESPONSIBILITIES 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND. 4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE, ALL OR HALL C NA, 10NAL P CT ORDINANCES, 2 2 n' , _ 2 PLAN EXAMINER r SHEET NO; DRAWING INDEX S/01 GENERAL NOTES S/02 PLAN/ ELEVATIONS S/03 FOUNDATION PLAN S/04 DETAILS 101'ame, MA ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044" 2 x 3: 2"x3"x0.050" 2 x 4: 2"x4"x0.050" 2 x 5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x 2: 1 "x2" x0.044" 1 x 3: 1 'x3" x0.045" SNAP SECTIONS 2 x 2 SNAP: 2"x2"x0.045" 2 x 3 SNAP: 2"x3"x0.050" 2 x 4 SNAP: 2"x4"x0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"x0.050"x0.100" 2 x 6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2"x7"x0.057"x0.120" 2 x 8 SMB: 2"x8"x0.072"x0.124" 2 x 9 SMB: 2"x9"x0.082"x0.124" 2 x 10 SMB: 2"x10"x0.092"4.398" DETAIL A Do �11111111111fi1t///cli o .. y (D o o uo Lij I l 0 . Z, .. I � .� W `` �/ll�l3ill�iii �1�fl>>� � HOUSE WALL 81-311 1X2 rn x co x r"I 2X4PB/ SMB 2X3 8'-0" RESIDENCE' --------- HOST 12" O/H (FASCIA MOUNT --------------- 3" X .032" X 11-13 COMPOSITE PANELS 3003-H154 1/4"-1'SLOPE (MIN.) (FL.# 7561.1-R5) 2X4X.050 EDGE BEAM X 31'-9" 311-011 33f-011 ALUMINUM SPECIFICATIONS 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. # 10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER. 3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 6. 1 "X2" & 1*'X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY. 7. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD, HOUSE WALL 8 3 1X2 cn - I x x r-- SMB D 2X3 1 - —8'-0" 2X4X.050 EDGE BEAM X 31'-9"---- —�9" CANTILEVER EDGE BEAM I —(PANEL LAYOUT co rn co n co CL co co MAY BE MIRRORED) IZI- x x x x > CINI N VN c"I cry 2X3 TYP. 71-911 1 -i- 7'- 9 7'- 9 ........ . C'4 0) CD 0 w c" W (D w 0 0 z co ............ FOUNDATION DESIGN PROPOSED 8'*X8" FOOTER W1 (1) #5 REBAR W/ 4" SLAB 3000 PSI W/ FIBERMESH SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OR NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE I - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- I % - ASTM C 260 iv. WATER REDUCING AGENT - ASTM C 494 v. CLEAN POTABLE WATER vi. OTHER ADMIXTURES NOT PERMITTED b. METAL ACCESSORIES SHALL CONFORM TO: I. REINFORCING BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC - ASTM A 185 c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK CATEGORY 11, fl], & IV STRUCTURES ONLY. g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. (SLAB ONLY) 2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT 3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT DRILL & EPDXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN W1 NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) TYP. ALL LOCATIONS 5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE NOTED. MASONRY SPECIFICATIONS 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5-0" IN HEIGHT, 0 Ln r--i NEW 4" SLAB 3000 PSI OS W/ FIBERMESH SODDED GRADE 8" 45* (1) #5 BAR L 8" —11 CONTINUOUS (25" MIN. LAP) 8"x8" MONOLITHIC FOOTING SCALE: NTS ......... . LL A. Li (::DD w W�_ 0 0 Z 0 < F­ W 7C3 r_ c_ CD . ......... 0 CONCRETE LEGEND HATCH INDICATES — - ---- ----- HOST/ EXIST. NEW FOOTING PRIEM, NEW SLAB AREA NOTE: ALL MAY NOT APPLY 0 I W� F. — 'IT U) Lo U) co co z W U) _j co :D co Lu 0 0 ry z o o W w Of I­ ry < 0 CD -,T LIJ I— 0 ui � co N z 0 0 ry 0 a - DESIGN DATE: 03/17/2022 REVISION 1: 04/27/2022 REVISION 2: 05/17/2022 SHEET: DRAWN BY: NR u SCALE: NTS -.024 FLASHING SEALED TO WALL (TYP.) S ° �0 (� !-_ #14x1/2"S.M.S. W/ INTEGRAL3/4"G WASHER AND OPRENE GASKET @ I LEARANCE PROHIBITS INTOP& BOTTOM. BI S INSTALLATION IF CION OF TOP FASTENERS USE # 14x4" S.M_S_ W/ 1-1 /4" O FENDER WASHER AND NEOPRENE GASKET @ 12" O.C. a I (3) PER PAN FOR PANS EXTRUDED OR BRAKE -FORMED ROOF HEADER -- OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) WITH MIN. 1-1/2` BEARING LEG. HOST STRUCTURE 1 /4" 0 x 2-1 /2" LONG WOOD LAG SCREW OR MASONRY OR WOOD —1/4" O x 2-1 /4" LONG MASONRY ANCHORS @ 24" O.C- MAX - ROOF PANEL ATTACHMENT - MASONRY SCALE: N.T.S. EXISTING RAFTER OR TRUSS < # I4x1 /2" S.M.S. W/ INTEGRAL 3/4" O WASHER AND NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM �)- (3) PER PAN FOR PANS � EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) SECURE FASCIA TO EACH 1 WITH MIN. 1-I/2" BEARING LEG. RAFTER TAIL W/(1)114"0x4" A LONG PAN HEAD LAG SCREWS (1) 1/4" O x 2" LAG SCREW @ 24" O.C. BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL ROOF PANEL ATTACHMENT - WOOD FRAME SCALE: N.T.S. ROOF PER PLAN #14x4" S.M.S. w/ I-1/4" O FENDER WASHER AND NEO-PRENE GASKET @ 12" O.C. #12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN FOR PANS COVER END OF PANEL 3"XZ'X.050"MIN, jSEE PLAN) ROOF PANEL TO CARRIER BEAM CONNECTION SCALE: N.T.S. ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/(4) # IOx.75" INTO GRT OR PURLIN & (2) #14x.75" (4) # 1 Oxl-1 /2"SMS INTO - INTO BEAM OR UPRIGHT 0.062 ANGLE SCREW BOSSES CLIPS MAYBE USED # 14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER AND NEO-PRENE GASKET @ 12" O.C. OPTION # 1 FASTEN TOP OF HEADER TO INTERSECTING # 72 X 9/16" W/ 5/8" NEO-WASHER MEMBER w/ (4) # 10 SMS (INTERNAL) 2" MIN. (31 PER PAN FOR PANS /� ,.. /) INTO SCREW BOSS OF INTERSECTING MEMBER PURLIN MEMBER UPRIGHT, BEAM -SNAP, SELF MATING, OR HOLLOW DETAIL "C" — GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS 1 /8"x2"x2"x ANGLE 5032 H-32 ANGLE (2) - # 12 SMS INTO COLUMN 1/4" MASONRY ANCHOR EACH ANGLE - EACH SIDE COL. 2NCHO ANCHOR EMBEDMENT EMBEDMENT SECONDARY ANGLE 3000 PSI CONC. aa� SLAB/ FTG. 6x6-1 Ox 10 WWM --/ OR FIBERMESH 1/4" MASONRY ANCHOR AT EACH ANGLE 2-1/4" MIN. CONIC. ANCHOR EMBEDMENT SECONDARY ANGLE SELF -MATING OR SNAP SECTION TYP. 1"x2" O.B. BASE PLATE-TYP. / 1-1/4" MIN. CONC. %/ ANCHOR EMBEDMENT 2" MIN. INCREASE DISTANCE WHEN GREATER THAN 2x4 p UPRIGHT IS USED SIDE VIEW (2) - # 12 SMS 1/4" TAPCON XL (RED HEAD MFG. OR EQUAL) 2 @ 1 x2 BASE 2 @ SLAB (BEYOND) > o--1'k2" BASE PLATE ANCHORED TO CONIC w/ 1 /4" MASONRY ANCHOR 6" MAX EACH SIDE OF POST AND 24" O.C. MAX p ° 1-1/4" CONC. EMBEDMENT TYP. 3000 PSI CONC. L _ I 6 NOTE SLAB/ FTG. - WHERE PAVERS ARE PRESENT USE 5/16" 6x6-1Ox10 WWM -- TAPCON XL (RED HEAD MFG.) MASONRY OR FIBERMESH FRONT VIEW ANCHORS TO PENETRATE UNDERLYING CONCRETE FOOTING 2-1/4" (MIN.) DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS ANCHORING UPRIGHT TO FOUNDATION NOTES: 1.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.) 2.- WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONIC. ANCHORS AND ENSURE 2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.) 3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS. COVER END OF PANEL CARRIER BEAM (SEE PAGE-2 FOR SIZE) 1/4" DIA. MACHINE LTS THRU CARRIER SM & POST PERNATELY (4) # 10 INTO SCREW SS OF UPRIGHT Z' MIN. PTIONALEXTRUDED GUTTER IS (ACHED TO 3" INSULATED ROOF # 12x1" 6" FROM ENDS 24" O.C- POST TO CARRIER BEAM CONNECTION SCALE: N.T.S. 2"x2"Xl/8" ANGLE CUT TO FIT W/ (3I #12x.75" EACH LEG EACH SIDE OF UPRIGFIT TYP. EDGE BEAM PER PLAN OPTION #2 it III II ii ALUMINUM INTERNAL OR EXTERNAL Ili ii'i Ii ii RECEIVING CHANNEL w/(4)#10x.75" j i INTO COLUMN & (2) #14x.75" COL. PER COL. PER L ii INTO EDGE BEAM ('0.062 ANGLE PLAN it p PLAN ill jj CLIPS MAYBE USED) II II l I II 'u II 6 it II it ii 11 II ii ill ll �l II I II II II III III III 77 u II II II II II II t�.11 2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION SCALE: N.T.S. #14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER AND NEO-PRENE GASKET @12°O.C. 2"X2"X1/8" ANGLE CUT TO FIT w/#12x.75" @ 1" SPACING MAX. (4) PER LEG (MIN.) EACH SIDE TYP. ALTERNATELY CLIPS MAYBE USED #14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER AND NEO-PRENE GASKET @ 24" O.C. FOR NON -LOAD BEARING WALLS 1/4" DIA. TAPCON 6" FROM ENDS ( � PRIMARY UPRIGHT PER. PLAN SIDE WALL UPRIGHT 24" O.C. MAX 1-1/4° EMBEDMENT - .Q PER PLAN INTO UNDERLYING CONIC O ALUMINUM INTERNAL OR EXTERNAL ) RECEIVING CHANNEL w/U)#10x.75" INTO GIRT OR PURLIN & (2) #14,75" (4) 4110x2" SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE BOSSES CLIPS MAYBE USED ��SCREW - HAIR RAIL PER PLAN 'ANGLE REQUIRED ONE SIDE ONLY WHERE KICK PLATE IS INDICATED AT CORNER AND DOOR OPENINGS FASTEN W/ 910 X 9/1.6" SMS 6" FROM CORNERS 18" IN FIELD (2) 410x2" SMS INTO SEE UPRIGHT TO DECK 1/4"DIA. TAPCON 6" FROM ENDS OR FASTEN W/#8 X9/1.6"SMS SCREW BOSSES OR CONNECTION DETAIL 24" O.C. MAX 1-1/4" EMBEDMENT 2" FROM CORNERS8" IN FIELD CLIPS MAY BE USED INTO UNDERLYING CONIC. FOUNDATION PER PLAN SCREEN ROOM END WALL DETAIL SCALE: N.T.S.