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HomeMy WebLinkAboutSUBMITTED PAPERS_3A. M. ENGINEERING AND TESTING, INC. 590 NW MERCANTILE PLACE PORT ST. LUCIE, FLORID 34986 SCANNED (772) 924-3575 OFFICE - (772) 924-3580 FAx BY VU '64 0 la 11A St. Lucie County June 10, 2010 FILL C P Jeff and Diane Crull 1390 Bayshore Drive Fort Pierce, Florida 34949 Re: Geotechnical Exploration for Proposed One -Story Residence Lot 22, Block 125 - Queens Cove 81 Queens Road, Fort Pierce, Florida Project No. 10-1057 Ladies and Gentlemen: A. M. Engineering and Testing, Inc. is pleased to submit this geotechnical' exploration report for the referenced project. This letter describes the project, explains our services and findings, and presents our conclusions and recommendations for the foundation of the proposed structure. This report was prepared in general accordance with Chapter 18 of the 2007 Florida Building Code. EXECUTIVE SUMMARY The soundings and borings indicate the site is underlain by about 1 %Z to 2 foot thick organic silt (muck) layer. The layer is about 4 to 6 feet below the existing ground surface. We recommend that the soils be excavated to a minimum depth of 6 feet and removing (demucking) the organic soils. Soil excavation to a depth of 6 feet should be performed within the foundation pad and to at least 5 feet outside the perimeter of the pad. The excavation should be backfilled with clean sand fill, and at least the upper 6 feet of soil below top of slab elevation compacted to at least 95 percent density. The existing soil above the muck layer appears to be suitable for use as fill, and should be stockpiled separately during excavation. All fill (including stemwall backfill) should be densified and compacted to at least 95 percent density. After completing the recommended site preparation, the proposed residence can be supported on shallow foundations proportioned using a maximum bearing capacity of 2,500 psf. For whatever reason (site constraints, muck depth, large water inflow, etc.), if the site is not able to be demucked then the residence and floor slab will have to be pile supported. Additional details are provided in the body of the report. A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Proposed One -Story Residence 81 Queens Road, Fort Pierce, Florida Project No. 10-1178 PROJECT DESCRIPTION Based on conversations with the client, the project consists of constructing a one-story residence. We have not received any information regarding structural loads. For the foundation recommendations presented in this report we assumed the maximum column load will not exceed 50 kips and maximum wall loads will not exceed 3 kips per linear foot. We estimate 21/2 to 3 feet of fill will be required to raise the current grade to final design grade for the foundation pad. If any of the above information is incorrect, A. M. Engineering should be advised promptly so that we can review our recommendations and revise them if necessary. FIELD EXPLORATIONS The subsurface conditions at the project site were explored on June 9, 2010, with four (4) Cone Penetrometer Test (CPT) soundings and five (5) Auger (AB) borings. The CPT soundings were performed in general compliance with ASTM D 3441, "Deep Quasi -Static, Cone and Friction - Cone Penetration Tests of Soils", and the auger borings with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings". The approximate locations of the explorations are noted on the Boring Location Plan. The borings were located based on stakes existing at the time of drilling. At the time of drilling, we were informed that the staked areas were the outline of the residence. GPS coordinates obtained at boring locations are included on the logs. The depths on the boring logs are below the ground surface at the time the borings were completed. FINDINGS The project site was generally flat. The site was grassy with palm trees and sea grapes. The grade at the site was estimated to be even with the adjacent road at the time of exploration. Residential structures were not located adjacent to the property. A canal bordered the west side of the property. The subsurface soils encountered in the borings and results of the CPT soundings generally indicated medium dense sand to depths of about 4 feet, and then soft highly organic soil or very soft muck from 4 to 6 feet, and then medium dense to very loose soils to the CPT sounding termination depths due to probe refusal on very dense/hard soils at depths of about 15 feet (except for CPT-2 in which probe refusal was not encountered and the sounding was terminated at a depth of about 24 feet). Ground water was encountered 11/4 and 1 %Z feet below existing grade at the completion of the borings. The water table will fluctuate seasonally depending on local rainfall, nearby drainage features, and water level in the nearby canal. The rainy season in South Florida is normally 2 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Proposed One -Story Residence 81 Queens Road, Fort Pierce, Florida Project No. 10-1178 between May and October. FOUNDATION RECOMMENDATIONS After the project site has been prepared as outlined below, the proposed residence can be supported on conventional stem wall footings, shallow spread footings or a thickened -edge monolithic slab. The footings can be proportioned using a maximum net soil bearing pressure of 2,500 pounds per square foot (psf). Although computed footing dimensions may be less, we recommend minimum widths of 16 inches for strip footings and 24 inches for square footings. The bottom of the footings should bear at least 1 foot below the adjacent exterior grade. A conventional slab -on -grade can be used for the ground floor of the structure. The floor slab should have a minimum thickness of 4 inches. A moisture barrier is recommended beneath the floor slab to reduce moisture migration from the underlying soil resulting in dampness of the slab. For the loads indicated in the Project Information section, we anticipate that the total settlement will be less than 1 inch, and the differential settlement between adjacent similarly loaded footings will be less than %2 inch. Because of the granular nature of the subsurface soils, the majority of the settlement due to the dead loads should occur during construction and post -construction settlement should be minimal. SITE PREPARATION RECOMMENDATIONS Stripping, Excavation (Demucking), and Backfill Compaction The footprint of the structure area should be stripped of all surface vegetation, trees, roots, and other deleterious matter within and at least 5 feet beyond the perimeter of the proposed structure. The soundings and borings indicate the site is underlain by about 1 % to 2 foot thick organic silt (muck) layer. The layer is about 4 to 6 feet below the existing ground surface. The soils within the new pad (and to 5 feet outside the perimeter) should be over -excavated (demucked) to a minimum depth of 6 feet and the organic soils removed. Soils that are suitable for reuse as fill should be stockpiled separately. The organic soils and muck and any unsuitable materials should be excavated throughout their entire depth if pockets deeper than 6 feet are encountered during excavation. Generally the excavation and backfilling operation is performed in "strips", rather than excavating large areas, so that extensive lowering of the ground water level is not necessary. This is especially important in the areas adjacent to neighboring structures. The strips should be perpendicular to the neighboring construction. 3 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Proposed One -Story Residence 81 Queens Road, Fort Pierce, Florida Project No. 10-1178 Care must be taken not to allow caving of excavation to cause undermining of the footings, slab, and foundation systems of nearby structures outside of the property. The excavation should not be attempted within 20 feet of existing structures without the use of sheet pile walls for excavation stability. If excavations are performed within 20 feet of existing structures without sheetpile walls, the outcome is the responsibility of the excavators, owners of properties, and others. AM Engineering is not responsible for method of excavation stability and/or associated problems with adjacent properties during and after excavation. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking and condition for claim purposes. After excavation (demucking) is completed, the excavation should be backfilled with clean sand fill, and at least the upper 6 feet of soil below top of slab elevation compacted to a density of at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). A representative of A. M. Engineering and Testing, Inc. must be on site to monitor the removal of the muck and unsuitable soils and to perform density tests on the backfill in order for our company to verify the demucking and issue a final report. Using vibratory compaction equipment at this site may disturb adjacent structures (generally structures within 30 feet of the roller could be affected). Nearby structures should be monitored before and during vibratory compaction. If disturbances are noted, the vibratory compaction should be halted immediately, and A. M. Engineering should be advised. We will review the construction progress, and evaluate if the subgrade has attained satisfactory compaction in compliance with our design assumptions. Alternative equipment, such as front-end loaders with buckets filled with soil, has been used successfully to attain the required compaction. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. Earthwork Recommendations Fill should be "clean" sand with less than 5 percent fines (percent of dry weight passing a U.S. No. 200 sieve). Higher fine contents can be used but more construction control is necessary. Hand operated equipment should be used when in close proximity to walls or other structures that could be adversely affected by vibrations or heavy equipment. The fill (including stemwall backfill) should be placed in 12-inch thick compacted lifts with each lift compacted to at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). The compaction should be checked with field density tests. 4 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Proposed One -Story Residence 81 Queens Road, Fort Pierce, Florida Project No. 10-1178 Footing Subgrade Preparation After the footings have been excavated, a representative of A. M. Engineering and Testing, Inc. should evaluate the bottom of the footings. The upper 2 feet of soil below the bottom of footing must be compacted. Our representative should perform density tests to confirm that the density of the upper 2 feet of soil in the bottom of the footings is compacted to at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). If the soils cannot be compacted due to persistent wetness or the water table near the bottom of the footing excavation, we recommend undercutting below bottom of footing and replacement with No. 57 stone or equivalent rock fill for subgrade that cannot be compacted per specifications (upper 2 feet). The rock fill should be compacted and tamped into the excavation. Excavation and placement must be inspected and verified by a representative of A. M. Engineering and Testing, Inc., and tested with hand cone penetrometers and probe rods. CLOSURE This report is for the exclusive use of our client in the design and construction of the previously described project. The right to rely on this report may not be assigned without written permission of A. M. Engineering and Testing, Inc. This report has been prepared in accordance with generally accepted geotechnical engineering practices in the State of Florida. No other warranty, expressed or implied, is made. We do not guarantee performance in any respect, only that our work meets normal standards of professional care. Our recommendations are based on the project information furnished to us, the results of our field explorations and our past experience. They do not reflect variations in subsurface conditions that may exist between our borings and in unexplored areas of the site. The nature and extent of such variations may not become evident until further explorations are made or construction is underway. Should such variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to observe the actual site conditions and re-evaluate our recommendations. Environmental concerns, including (but not limited to) the possibility that hazardous materials or petroleum contaminated soils or groundwater may be present on the project site, were not included in the scope of work. 5 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration for Proposed One -Story Residence 81 Queens Road, Fort Pierce, Florida Project No. 10-1178 A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M. ENGINEERING AND TESTING, INC. 'Donald W. Moler, P.E. - Senior Geotechnicalln*gme;r Florida Registration No:_60675 A. M. ENGINEERING AND TESTING, INC.: Certificate of Authorization No. 6632 Attachments: Boring Location Plan Auger Boring Logs (5) CPT Sounding Logs (4) Key to Soil Classification Copies: Client (2) D vid Alker Project Manager F: IC.O.D. JobslCrull, Jeff and Diane V of 22 Queens Cove110-1178 - Report.doc 93' cff.3 5?AKE® Cud rl62 p 574 Not To Scale BORING LOCATION PLAN Geotechnical Exploration: Proposed One -Story Residence Lot 22, Block 125 — Queens Cove 81 Queens Road, Fort Pierce, St. Lucie County, Florida SThLc DATE: DUNE 9, 2010 PROJECT NO: 10-1178 A. A ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. Lum, FLORIDA 34986 TEL: (772) 924-3575 FAx: (772) 924-3580 A. M. ENGINEERING AND TESTING, INC. . 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE (772) 924-3575 FAX (772) 924-3580 L- AUGER BORING LOGS (ASTM D-1452) Client: Jeff and Diane Crull Project No: 10-1178 Project: Lot 22, Block 125 - Queens Cove Lab No: ----- 81 Queens Road, Fort Pierce, Florida Test Date: 6/9/10 Elevation: Existing Grade Technician: C. Johnson / David Alker TEST LOCATION: AB - 1 Depth (feet) Description (color, texture, consistency, remarks) 0-3 Light brown fine sand, some shell 3-5 Dark brown fine sand, some silt, trace shell Water table at 1'/4 feet below ground surface TEST LOCATION: AB @ CPT-1 Depth (feet) Description (color, texture, consistency, remarks) 0-3 Light brown fine sand, some shell fragments 3-4 Blueish gray fine sand, some shell fragments 4-6 Dark brown fine sand, some organic silt, little clay (highly organic) Water table at 1% feet below ground surface TEST LOCATION: AB @ CPT-2 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Light brown fine sand, some shell 2 - 4% Dark brownish gray fine sand, little silt 4V2 - 6 Very dark brown organic silt, little decomposing wood pieces muck 6-7 Dark brown fine sand, some silt, trace root 7 - 11 Dark blueish gray fine sand, some shell fragments Water table at 1 Meet below ground surface F:ICO.D. JobslCrull, Jeffand DianelLot 22 Queens Cove110-1178 - AB (5).doc A. M. ENGINEERING AND TESTING9 INC. 590 N.W. MERCANTILE PLACE, PORT ST. Lum, FLORIDA 34986 PHONE (772) 924-3575 FAX (772) 924-3580 AUGER BORING LOGS (ASTM D-1452) Client: Jeff and Diane Crull Project No: 10-1178 Project: Lot 22, Block 125 - Queens Cove Lab No: ----- 81 Queens Road, Fort Pierce, Florida Test Date: 6/9/10 Elevation: Existing Grade Technician: C. Johnson / David Alker TEST LOCATION: AB @ CPT-3 Depth (feet) Description (color, texture, consistency, remarks) 0-2 Light brown fine sand, some shell fragments 2-4 Dark blueish gray fine sand, some shell fragments 4 - 5V2 Very dark brown organic silt, some root muck 5% - 6 Dark greenish gray fine sand, little silt, trace root Water table at I Meet below ground surface TEST LOCATION: AB @ CPT-4 Depth (feet) Description (color, texture, consistency, remarks) 0 - %2 Dark brown fine sand, trace root '/2 - 3 Very light brown fine sand, little shell ftagrnents and cemented sand 3-4 Blueish gray fine sand, some shell 4-6 Dark brown fine sand, some organic silt, trace root, little clay (highly organic) Water table at 1 Meet below ground surface K-IC.O.D. JobslCrull, Jeffand DianelLot 22 Queens Cove110-1178 - AB (5).doc A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Jeff and Diane Crull Date: 6/9/10 Project No.: 10-1178 Project: Lot 22, Block 125 - Queens Cove Lab No.: ----- 81 Queens Road, Fort Pierce, Florida Field Crew: C.J. / D.A. Rig ID: Kenworth Location: CPT - 1 Page: - 1 of 1 Elevation: Existing Grade Field Data qc FR Depth P P+S (tsf) (meters) 4 8 3.3 40 42 80 0.8 9U 95 180 0.6 6U 68 12U 1.1 4U 50 8U ##### 11 N 22 0.6 1 2 2 6.6 1 2 2 6.6 2 3 4 6.6 2 4 4 9.9 45 48 90 0.4 49 52 98 U.8 47 53 94 1.0 52 59 IU4 U.5 36 40 72 U.6 33 36 66 U.8 lU 14 2U 2.6 10 14 2U 5.3 48 53 96 2.1 14U 155 28U U.0 25U 25U 5UU U.3 1SU 14U 26U ##### 25U REF 5UU 0.2 U.4 U. U.iS 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 0 5 10 15 d C« v 20 r+ a r, 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 F: IC.O.D. JobslCndl, Jeffand DianeUf 22 Queens Cove110-1178 - CPT- (4) ' A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. Lum, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Jeff and Diane Crull Date: 6/9/10 Project No.: 10-1178 Project: Lot 22, Block 125 - Queens Cove Lab No.: ----- 81 Queens Road, Fort Pierce, Florida Field Crew: C.J. / D.A. Rig ID: Kenworth Location: CPT - 2 N27.509270 W80.313820 Page: 1 of 1 Elevation: Existing Grade Field Data q, I FR I Depth P P+S (tsf) (meters) 5 lU 4.0 U.2 4U 43 81, U.3 U.4 34 36 68 0.4 U.6 38 4U 76 0.7 U.8 38 42 76 1.0 1.0 4U 46 tfU 0 ' 5 1.2 22 25 44 1.5 1.4 3 1 6 2.2 1.6 3 4 6 4.4 1.8 9 11 18 2.2 2.0 58 61 116 U.9 2.2 6U 68 12U tf 8 2.4 45 52 90 0.9 2.6 34 4U 68 1.0 2.8 22 27 44 U.9 3.0 5 8 10 2.6 3.2 4 6 8 1.7 3.4 2 3 4 6.6 J.6 5 7 l U 2.6 3.8 5 7 IU 13.2 4.0 IUU 11U 2UU 0.7 4.2 65 75 13U U.0 4.4 25U 25U 5UU U.3 4.6 210 22U 42U U.3 4.8 2UU 21U 4UU 0.5 S.0 14U 155 28U 0.5 5.2 19U 2UU 38U 0.5 5.4 155 170 310 0.2 5.6 155 16U 31U U.6 5.3 155 17U 31U U.9 6.0 140 16U 28U U.2 6.2 15U 155 3UU U.4 6.4 155 165 31 U U.2 6.6 165 17U JJU U.4 6.8 65 75 130 1.0 7.0 15U 16U 3UU 7.2 A 0 5 10 15 25 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 F; IC.O.D. JobslCrull, Je,/rand DianelLol 22 Queens Cove110-1178 - CPT- (4) A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. Lum, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Jeff and Diane Crull Date: 6/9/10 Project No.: 10-1178 Project: Lot 22, Block 125 - Queens Cove Lab No.: ----- 81 Queens Road, Fort Pierce, Florida Field Crew: C.J. / D.A. Rig ID: Kenworth Location: CPT - 3 Page: 1 of 1 Elevation: Existing Grade Field Data qC (tsf) FR I Depth I (meters) P I P+S I 8 16 4.1 4U 45 8U U.7 39 43 78 0.8 29 34 58 1.4 42 48 84 U.5 30 33 6U 0.2 1 2 2 ##### NP I ###### ##### 2 J 4 3.3 1 2 2 13.2 42 44 84 1.7 48 59 96 1.4 62 72 124 1.1 45 55 9U 1.5 4U SU 8U U.5 41 44 82 U.8 21 26 42 1.3 7 11 14 2.8 7 IU 14 U.9 7 8 14 1.9 3 5 6 8.8 4 8 8 24.8 115 13U 23U U.9 18U 195 36U U.0 25U 25U SUU ##### 25U K SUU 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 J.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 A 0 W1 10 15 iAi 30 35 40 Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 F. IC.O.D. JobsICndl. Jeffand DlaneV,o! 22 Oueens CoveUO-1178 - CPT- (4) ' A. A ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 CONE PENETRATION SOUNDING (ASTM D 3441) Client: Jeff and Diane Crull Date: 6/9/10 Project No.: 10-1178 Project: Lot 22, Block 125 - Queens Cove Lab No.: ----- 81 Queens Road, Fort Pierce, Florida Field Crew: C.J. / D.A. Rig ID: Kenworth Location: CPT - 4 Page: 1 of 1 Elevation: Existing Grade Field Data I q� (tsf)(meters) FFR Depth P P+S 8 16 3.3 22 26 44 0.9 54 57 ION 0.6 65 70 130 0.4 43 47 86 U.3 9 11 18 0.7 1 2 2 6.6 1 2 2 ##### NP NS ###### ##### NP NS ###### ##### 13 15 26 2.5 44 49 88 1.2 52 6U 104 U.8 52 58 1U4 U.6 43 48 86 0.8 28 33 56 U.7 11 14 22 0.6 4 5 8 8.3 lU 15 20 0.0 2SU 25U SUU U.3 15U 16U 3UU ##### 25U R SUU U.2 UA 0.6 U.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 A Cone Bearing, qc (tsf) Friction Ratio, FR 0 40 80 120 160 200 240 280 320 0 2 4 6 8 0 +, 5 10 15 25 30 35 40 F.IC 0.D. Jobs lCmil, Jeffand DianelLol 22 Queens Cove110-1178 - CPT - (1) KEY TO SOIL CLASSIFICATION 4 IN ) CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE ASTM D 2487 and 2488 Category Particle Diameter Silt and Clay Soil passing a No. 200 (75- m) sieve Fine — Particles of rock passing the No. 40 (425-µm) sieve and retained on the No. 200 (75-µm) sieve Sand Medium — Particles of rock passing the No. 10 (2.00-mm) sieve and retained on the No. 40 (425-µm) sieve Coarse — Particles of rock passing the No. 4 (4.75-mm) sieve and retained on the No. 10 (2.00-mm) sieve Fine — Particles of rock passing the %-in. (19-mm) sieve and Gravel retained on the No. 4 (4.75-mm) sieve Coarse — Particles of rock passing the 3-in. (75-mm) sieve and retained on the 3/4-in. (19-mm) sieve Cobbles Particles of rock passing 12-in. square opening and retained on a 3-in. (75-mm) sieve Boulders Particles of rock that will not pass a 12-in. square opening AMOUNT OF CONSTITUENTS IN SOIL* COARSE AND FINE GRAINED SOILS Sand, Gravel, Silt, Clay, Shell Fragments, etc. ORGANIC SOILS: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Content of Minor Soil Constituents Modifier Organic Content Modifier < 5% Trace ° Slightly to <25 /° Highly Organic 5% to 12% Little 12% to 30% Some 25% to 75% . Muck 30% to 50% And >75% Peat *Approximations based on visual examination of samples and results of available laboratory testing. In general accordance with test methods ASTM D 2487 and ASTM D 2488. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY: SPT BORING ASTM D 1586), CPT SOUNDING ASTM D 3441), AND HCP TEST Granular Soils Sands and Gravels Cohesive Soils Silts and Clays >50% CPT HCP CPT HCP Relative SPT Cone Bearing Cone Bearingil ZRelative SPT Cone Bearing Cone Bearing Soil N-Value* Value** Value *** si N-Value* Value** Value *** Density0-4 0-20 0-20 loose < 2 0-3 0 — 20 Very soft 5-10 21 — 40 20 — 35 Loose 2-4 4-6 20 — 35 Soft 11— 30 41-120 35+ Medium Dense 4-8 7 —12 35+ Firm 31— 50 121— 200 1 Dense 1 8 —15 1 13 — 25 1 Stiff 50+ 200+ Very Dense 15 — 30 25 — 50 Very stiff > 30 Over 50 Hard * Standard Penetration Test (SPT) N-Value Blow Counts for 12 inches. ** Cone Penetrometer Test (CPT) Cone Tip Resistance Values (in tsD, *** Hand Cone Penetrometer Test (HCP) Cone Tip Resistance (in ksf), may not be applicable for some cohesive soils. APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-08 Alternate Residential Points System Method CENTRAL 4 5 6 PROJECT NAME: / o!f ('%OUSe BUILDER: lyLONQQ_ eg- - 3Q C(jU AND ADDRESS: p &V- PERMITTING OFFICE: CLIMATE 56-1 ZONE: 41:1 51:1 6 Pf` ea2G OWNER: g- Y DrP.W GJI' PERMIT NO.: JURISDICTION NO.: t i b I I fl O 1. New construction or addition 2. Single-family detached or Multiple -family attached 3. If Multiple -family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft.) 7. Glass type' and area: (Label required by 13-104.4.5 if not default) a. V-factor: (or Single- or Double -Pane DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor type and insulation: a. Slab -on -grade (R-value + perimeter) b. Wood, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 9. Net Wail type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) 5. Other: b. adjacent: I. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. I.og (Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) c. Radiant harrier, IRCC or white roof installed'? 11. Air distribution system: a. Ducts (Insulation + Location) b. Air Handler (Location) 12. Cooling system: (Types: central -split. central -single pkg., room unit, PTAC, gas, none) 13. Heating system: ('IWpes: heat pump, elec. strip, nat. gas, LP Gas, ga.. h.p., room or PTAC, none) 14. Hot water system: (Types: elec.. natural pas, solar, LP gat, none) 15. Hot water credits a. heat Recovery (HR) 1). Dedicated Heat Pump (DI-1P) c. Solar 16. HVAC credits (Use; CF-Ceiling Fan. CV -cross vent, PT -programmable thennostat, HF-whole house fan, NIZ-Multizone) 17. COMPLIANCE STATUS: (PASS if As -Built Pts. Are less than Base Pts.) a. Total As -Built Points b. Total Base Points I hereby certify that the plans and specifications covered by the calculation are in compliance with the Florida Er(��ergy,Code. PREPARED BY: 4fLtJ_Ll! DATE:2420IlI I hereby certify that this building is in compliance with the Florida EnergjCode OWNER AGENT: t Predominant gl Please Type CK 1. e1A2 2. S'v 3. 4. Yez 5. ((orl '3 sq. ft. 6. ft. Description Area 7a. BSI` z Z59 sq. ft. 7b. �;.+ dA Z �fsq, ft. Sa. R = O I. ft. 8b. R = sq, ft. Be. R = sq. ft. 9a-1 R = , _-� DOS sq. ft, 9a-2 R =^' , _' .`r_ sq. ft. 9a-3 R = sq. ft. 9a-4 R = sq. ft. 9b-1 R =.-, sq. ft. 9b-2 R = I Zia sq. ft. 9b-3 R = sq. ft. 9b-4 R = sq. ft, 10a. 3 0 ^ I (o �'-� sq. ft. 10b. sq, ft. 10C. 11a. R- 12a. Type: 12b. SEER/EERICOP: 1 ,$ MAL 12c. Capacity: 35 400 13a. Type:z�l Pv 13b. HSPF/COP/AFUE:$a9 .OZ. 13c. Capacity: 3T 00 14a,Tyr 14b. EF: • SS Z 15a. 15b. 15c. 16. Pr 17. 17a.13,4% 17b, Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908. F.S. BUILDING OFFICIAL: f� DATE: actual floss type and areas, see summer and winter class output on Parses .2 and 4. 2007 FLORIDA BUILDING CODE -BUILDING 13-D.11 APPENDIX 13-D k SUMMER CALCULATIONS N 5 EL OVERHANG RATIO = OH LENGTH OH HEIGHT ORIENTATION OVERHANG LENGTH OH (FEET) N NE E LIP SE S 2 SW 4V NW 14' W I �E W 5 A: i CLIMATE ZONES 4 5 6 GLASS AREA (SO. FT.) SINGLE -PANE SUMMER I DOUBLE -PANE SUMMER POINT MULTIPLIER OR POINT MULTIPLIER SUMMER OH FACTOR (from 6A-1) AS -BUILT GLASS SUMMER PTIS CLEAR TINT' CLEAR TINT' 30.19 24.46 26.25 20.63 IZ-1 47.10 38.88 40.99 32.90 1 63.97 53.27 55.69 4.5.16 r, 71 42-3 f 61.07 50.80 53.20 43.09 2rj 1 48.22 39.84 41.92 33.69 56.99 47.31 49.60 40.08 57.68 47.90 50.22 40.60 Z 40.72 33.43 35.45 28.29 .570 7 109.69 89.83 96.56 77.00 2 57168 13 Isis 15 148 .6cl 1 5qq m g•18 I COND. WEIGHTED GLASS BASE GLASS X FLOOR AREA X MULTIPLIER SUBTOTAL 0 .16 24.35 ?J. COMPONENT DESCRIP- TION AREA X BASE SUMMER POINT MULT BASE SUMMER POINTS EXTERIOR I O o �j 1.7 ei ADJACENT Z 3 0 .6 3$ EXTERIOR 1 Z1 1 4.8 01 Ic oO ADJACENT 1.6 0 Mr AS BUILT GLASS SUBTOTAL S 6 COMPONENT DESCRIPTION AREA SUMMER POINT MULT. (6A-2 THRU 6A-6) AS -BUILT SUMMER POINTS too' I,00 100 rA•fn Z30 . fo 1 s 0 UNDER ATTIC OR 1 2.13 z SINGLE ASSEM- 'w BLY RBS:1RCClwhite roo` x_.. 0 BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING, AS -BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. T v ¢ SLA5 �? �nw+rTem ISED rj Z• -31.9 i Z , Z.0 O RA(nREni -1.71 "' FOR SLAB -ON -GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. INFILTRATION & 110`l 14.31 4 b 16t0 I LLN16914.31 1 L5-1 `i'V INTERNAL GAINS USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE SUMMER POINTS 0 TOTAL COMPONENT AS -BUILT SUMMER POINTS 3 -15 Base Coaling X Total Base = BASE COOL - COOLING System Multiplier Summer Points ING POINTS SYSTEM .325 569 0 11 111 Base Hot Water BASE HOT X = HOT WATER Number of Bedrooms Multiplier WATER SYSTEM POINTS 2460 TOTAL AS -BUILT X As -Built DM X As -Built As -Built DSM X AHU X As -Built CSM X AS -Built AS -BUILT CCM = COOLING SUM. PTS. (6A-8) (6A-20) (6A-7) I (6A-9) (6A-19) POINTS 31 1.0 1,05 ,23 1 1� °l3bl AS -BUILT HOT SYS- Number of I As -Built H4V6A As -Built HWC1A AS -BUILT = X X HOT'TER EEWATERD TEM 'fESC. Bedrooms (6A-22) (6A-23) POINTS 1N.,1LLe_us 1119 1 110 H = HORIZONTAL ' FOR GLASS WITH KNOWN SHGC, SEE SECTION 2.1.1 of APPENDIX G-C of the FBC. Residential. I 'MUST MEET CRITERIA OF APPENDIX GLASS (SKYLIGHTS) TINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS. FILM, OR TINT. G-C4.2.1.5 of the FBC, Residengal. ]'age 2 13-D.12 2007 FLORIDA BUILDING CODE -BUILDING r APPENDIX 13-D WINTER CALCULATIONS to qN J L l 1 H H ORIENTATION OVERHANG LENGTH OH (FEET) N NE E SE S SW vd NW 1 'H CLIMATE ZONES 4 5 6 GLASS AREA (SO. FT.) SINGLE -PANE WINTER POINT MULTIPLIER DOUBLE -PANE WINTER R POINT MULTIPLIER X I WINTER OH FACTOR (from 6A-10) AS -BUILT GLASS WINTER PT5 CLEAR TINT' CLEAR TINT' Is 15.07 15.38 11.00 11.29 1 , g 14.70 15.07 10.70 11.04 Ip 12.37 13.04 8.82 9.46 10.59 11.49 7.31 8.18 9.90 10.88 6.74 7.70 , 01P 2 2� 11.59 12.36 8.12 8.86 13.25 13.80 9.55 10.07 14.97 15.30 10.91 11.21 ,01010 3 5 14.78 15.61 10.20 11.01 Z1525 1,10rl IDS6 I .25 1 loss Z 09 rn COND. WEIGHTED GLASS 8 X X - BASE GLASS W •1 FLOOR AREA MULTIPLIER SUBTOTAL 0 .18 b� 9.11 2 COMPONENT DESCRIPTION AREA BASE WINTER POINT MULT. BASE WINTER POINTS EXTERIOR lobs 1.8 0 a ADJACENT 1.6 3 (p 3 yI EXTERIOR 5.1 p 2 O ADJACENT 4.0 O O v AS -BUILT GLASS SUBTOTAL COMPONENT DESCRIPTION AREA WINTER POINT MULT. (6A-11 THRU 6A-15) AS -BUILT WINTER POINTS K I 1z. 2�\ cS UNDER ATTIC OR - 1 0.64 l'�`l UN PQ.fL, Ito i 0 i J SINGLE ASSEt:9- BLY RBSfIRCCAvhde roof x, LLl v BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS -BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. SLAB (PEnvicTrm 2.5 0 ;4 ( At) 15 L. L. , O RAISED jm.,) 1 .39 J LL FOR SLAB -ON -GR A DE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. INFILTRATION S 1 -02$ 1 107-1110-0.28 l Z. INTERNAL GAINS USE TOTAL FLOOR AREA OF CONDITIONED SPACE. I TOTAL COMPONENT BASE WINTER POINTS _ 1 S TOTAL COMPONENT AS -BUILT WINTER POINTS {7 Base Heating X Total Base _ BASE HEAT - HEATING System Winter - Multiplier Points ING POINTS SYSTEM .554 �1 So TOTAL I As -Built I As -Built As Built As Built As Buil! AS -BUILT AS -BUILT X DM X DSM X AHU X HSM X HCM c HEATING WIIN.P/TS. I (6A-117) I (6A-20) (6A-16) (6A•18) (6A-21) POINTS S `0 l to 1 1 1 Oor , 1t � -�\ A-S , I "I 1 7 COOLING BASE BASE HOT TOTAL BASE WATER AS BUILT COOL- AS BUILT HEAT- AS-BUILTHOT TOTAL IBASE AS -BUILT a POINTS + HEATING + X 0.85 = POINTS POINTS ING POINTS + ING POINTS + WATER POINTS = POINTS p 1-- {From P. 2} POINTS (From P. 2) (Enter on P.1) IFranr P.2) (From P.2) (Enter on P. 1) CPS k 5 20 3040 O S H = HORIZONTAL ' FOR GLASS WITH KNOWN SHGC, SEE SECTION 2.1.1 of APPENDIX G-C of the FBC, Residential. 'MUST MEET CRITERIA OF APPENDIX GLASS (SKYLIGHTS) TINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS, FILM. OR -TINT. G-C4.2.1.5 of the FBC, Residential. 13-D.14 Page 4 2007 FLORIDA BUILDING CODE -BUILDING FV4C PREFERRED Tm SERIES FAN COIL Eh aZnj'�] SIZES 002 THRU 006 Product Data PREMIUM ENVIRONMENTALLY SOUND FAN COIL The FV4C is the premium air handler combining the proven technology of Bryant fan coils with environmentally sound Puron© refrigerant. The FV4C achieves an operational advantage when the ECM (Electronically Commutated Motor) is combined with a Bryant Preferred'" heat pump with Puron© refrigerant. With attention to quiet, efficient, and comfortable operation, Bryant has developed a new benchmark for superior indoor comfort and control. ArmorCoat- provides a tin plating of the indoor coil's copper hairpins. This creates a barrier between the corrosion -causing elements and the coil. Bryant's heat pump and air conditioning systems now feature Puron© refrigerant (R-410A), the chlorine -free refrigerant that is the future for the residential heating and cooling industry. The FV4C using Puron© refrigerant maximizes performance for environmentally sound systems. In addition to environmental safety, these systems are 30 to 40% more efficient than standard heating and cooling systems, thereby combining excellence in efficiency and environmental safety. The FV4C provides these benefits due to Bryant's command of ECM technology. These motors are extremely efficient at all speeds, and enable the FV4C to operate at the correct speed to deliver airflow precisely, ensuring proper performance across a wide range of duct static pressures. This adaptive efficiency also makes installation quality easier to achieve for today's demanding homeowner. Bryant's command of ECM technology may be most evident in the comfort advantages that ECM can deliver. Operation set up steps on the Easy Select- Board provide the installing technician with alternatives to maximize comfort and efficiency. For true indoor comfort, the homeowner can achieve command of both temperature and humidity in cooling and heating modes. Another feature which sets the FV4C apart is the factory -installed TXV, which enhances efficiency and provides compressor protecting operation at all recommended conditions. Grooved copper tubing, louvered aluminum fins, and the large face areas of the FV4C refrigerant coils also provide superior efficiency, for high SEER and HSPF performance. Bryant leads the way in condensate control, a hallmark of these multipoise fan coils. All of these featured components are protected within a rugged, prepainted metal cabinet lined with super thick, high density insulation. For neat, high quality installations the unit exterior features sweat refrigerant connections for simple leak free performance, and multiple electrical entry for both high and low voltage service. For superior technology and unmatched comfort, the environmentally sound and efficient FV4C can't be beat. MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6' 7 8 9 10. 11 12 F V 4 C N B 0 0 3 0 0 0 Product F = Fan Coil Type V = Puron® Refrigerant Position 4 = Multipoise Series C Electrical N = 208/230v, 1ph-60 Hz Cabinet/Insulation B = Modular F = Single piece Nron..(V Capacity 002 = 18-36,000 003 = 24-42,000 005 = 30-48,000 006 = 30-60,000 ACM ry ARI6tnndnn1216RAp AR16tnneaxd 21t1MM1C Unita,V Au ConellIMM UARM Beat Pump CERTIFICATION APPLIES ONLY WHEN THE COMPLETE SYSTEM IS LISTED WITH ARI MArmarCoaf SPECIFICATIONS Heating Size T00 = ArmorCoat'° 000 = No Heat 005 = 5 kW 075=7.5kW 008=8kW 010=10kW 011 = 11 kW 015 = 15 kW c �L us ISO 9001:2000 0 I REGISTERED Refrigerant Metering Device Puron® Refrigerant (R-410A) TXV Size 2 Ton 3 Ton 1 4 Ton Rows/Fins Per In. 3 / 14.5 Face Area (Sq Ft) 3.46 5.93 7.42 Configuration A Slope A maw e��., (�Clf3.,a . 3 iIM ..r _ �s n .. <� D�JR£ m� w3� .v kaxr.,y ..?� ^r$i_.sn h; '�. t w£? t ':� S. YG. Air Discharge Upflow, Downflow, Horizontal 525 / 470 700 / 630 875 / 785 1050 / 945 CFM (Nominal Clg/Htg) 700 / 630 875 / 785 1050 / 945 1225 / 1100 875/785 1050/945 1225/1100 1400/1260 1050/945 1225/1100 1400/1260 1750/1575 Motor HP (ECM) 1/2 3/4 if C 21-1/2" (546 mm) by 16-3/8" (417 mm) 19-7/8" (505 mm) 23-5/16" (585 mm) 01NECO 1 Piece 1 Piece or Modular Modular 3 PERFORMANCE DATA (cont) COOLING CAPACITIES (MBtuh) — Sensible Heat Capacity (1000 Btuh) 0 — Gross Cooling Capacity (1000 Btuh) NOTES: 1. Contact manufacturer for cooling capacities at conditions other than shown In table. 2. Formulas: Leaving db = entering db —sensible heat can. 1.09 x CFM Leaving wb = wb corresponding to enthalpy of air leaving coil (hlwb) hlwb = hewb —total capacity (Btuh) 4.5 x CFM where hewb = enthalpy of air entering coil. Direct interpolation is permissible. Do not extrapolate. 3. SHC is based on 80°F db temperature of air entering coil. Below 80°F db, subtract (Correction Factor x CFM) from SHC. Above 80°F db, add (Correction Factor x CFM) to SHC. 4. Bypass Factor = 0 indicates no psychometric solution. Use bypass factor of next lower EWB for approximation. Interpolation is permissible. Correction Factor = 1.09 x (1 — BF) x (db — 80) SHC CORRECTION FACTOR ENTERING AIR DRY—BULB TEMPERATURE °F (°C) BYPASS 79 (26) 78 (26) 77 (25) 76 (24) 75 (24) Under 75 (24) FACTOR 81 (27) 82 (28) 1 83 (28) 1 84 (29) 85 (29) Over 85 Correction Factor 0.10 , .098 1.96 2.94 3.92 4.91 Use 0.20 0.87 1.74 2.62 3.49 4.36 formula shown 0.30 0.76 1.53 2.29 3.05 3.82 below 13 ACCESSORY ELECTRIC HEATER ELECTRICAL DATA HEATER PART NO. kW P H p E INTERNAL CIRCUIT PROIEC• TION HEATER AMPS 20B123DV BRANCH CIRCUIT Min Ampaeity 20B123OV" Min Woo Sln(AWG) 208123OV}} Min God Wlra 512. 2081230V M. MF../Ckt Skr Amp. 2081230V Mu Wln length 20B/230V(R)t4 51n9io Cin:ult Dual Cl.uK Singio Cln:uil Duel CIrouO Singio Circuit Dual Cimult SIn910 Clrouit Dual Clreull SIn910 Clreull Dual Cheuit Singlo Cireuit Dual Cimult 29ov 2oBv L1,L2 L3,L4 L1,L2 L3,L4 L1,L2 LT,L4 L1,L2 L. L1,L2 L%W 1.1,1.2 L3,L4 KFCEH040IN03 3 2.3 1 Nona 10.9112.0 - - 15.9/17.3 - - 12112 - - 12/12 - - 20120 - - 67168 - - KFCEH0501N051 5 3.8 1 Nona 18.120.0 - - 26.0M4 - - 10110 - - 10/10 - - 30130 - - 6W68 - - KFCEH0501N052 5 3.8 1 Nona 18.1/20.0 - - 312/37.5 - - 818 - - 10/10, - - 35135 - - 85/88 - - KFCEH2401C051 5 3.8 1 Ckt Bkr 18.1/20.D - - 26.0/2B.4 - - 10110 - - 10/10 - - 30130 - - 68166 - - KFCEH2401C052 5 3.8 1 Ckt Bkr 18.120.0 - - 312133.5 - - BIB - - 10110 - 35135 - - 85/BB - - KFCEHOBD1No8 B 6.0 1 Non. 2891W-D - - 44.7/48.5 - - 8/8 - - 10110 - - 45/50 - - 59160 - - KFCEH2501COD 8 6.0 1 Ckt Bkr 28.9132.0 - - 44.7/48.5 - - 0/8 - - 10/10 - - 4W.0 - - 59/60 - - KFCEH2901N09• 9 6.8 1 Non. 32.8/38.0 - - 49.5/53.5 - - 818 - - 10110 - - 50/80 - - 54/87 - - KFCEH2901N09•# B 6.8 3 Nona 18.8120.8 - - 32.0/34.5 - - 8/8 - - 10110 - - 35135 - - 83/B5 - - KFCEH0901N10 10 7.5 1 Non. XPJ40.0 - - 53.8/58.5 - - BIB - - 10110 - - 60/60 - - 78180 - - MEI-MDolc10 10 7.5 1 1 Ckt Bkr 382J40.0 - - 53.8/511.5 - - 6/0 - - 10/10 - - 6W60 - - 78180 - - KFCEH3001F15• 15 11.3 1 Fua. S42159.8 302140.0 18.120.0 76.3/S34 53.8158.5 22.7250 4/4 BIB 10110 8/8 10110 10/10 80/90 Woo 2525 88189 78180 75178 KFCEH3101C15a 15 11.3 1 Ckt Bkr - 382140.0 18.120.0 - 53.B/58.5 22.7250 - 616 10/10 - 10110 10110 - 60160 2525 - 70180 7.W8 KFCENIGO1316 15 11.3 3 Non. 31.3134.6 - - 47.7/51.8 - - 8/8 - - 10/10 - - 60180 - -- KFCEH2001310 18 13.5 3 None 37.6141.5 - - 55_V60.4 - - 6/8 - - 1018 - - 60170 - - 78(77 - - KFCER3201F20• 20 15.0 1 Fusa 72AW9 38214D.0 382J40.0 98.91108.4 53.8158.5 459/5D.0 32 618 818 8/8 10110 10/10 1001110 60180 50150 851109 78180 59/59 KFCEH3301C20• 20 15.0 1 Ckt Bkr - 362/4ao 382140.0 - 63.8/58.5 45.3/50.0 - e/6 818 - 10110 10110 - 6018D solso - 78/80 S9/59 KFCEH3401F24•} 24 18.0 3 Fuse 50.1/55.4 - - 7121".8 - - 414 - - 8/8 - - 80180 - - 94195 - - 24 18.0 1 Fusa 88.7/95.5 - - 118.9/127.8 - - 111 - - B/B - - 125/150 - - 115/116 - - KFCI747501F30.1 30 22.5 3 Fusa W-6/6B2 - - 88.8/05.0 - - 901100 - - 97/98 - - 30 2Z5 1 Fuse 109.01120.0 - - 144.81158.5 - - woo - - 618 - - 150/175 - - 1171150 - - FIELD MULTIPOINT WIRING OF 24-AND 30-kW SINGLE PHASE kw P H HEATER AMPS MIN AMPACITY MIN WIRE SIZE (AWG) MIN GND MAX FUSEBKR AMPPSS MAX WIRE LENGTH HEATER PART A 208/230V 208/230W 2081230Vtt WIRE SIZE 208/230V 208/230V (FT)## NO. S 208/230V 240V 208V L1,L2 L3,L4 L5,L6 L1,L2 L3,L4 LS,L6 L1,L2 L3,L4 L5,L8 L1,L2 L3,L4 15,L6 L1,L2 L3,L4 LS,L6 E KFCEH3401 F24•t 24 18.0 1 28.9/32.0 28.9/32.0 28.9/32.0 44.7/45.5 362140.0 362/40.0 8/8 8/8 818 10110 45/50 40/40 40140 59/60 73173 73173 KFCEH3501 F30•t 30 22.5 1 36.2/40.0 36.2/40.0 362/40.0 53.8/58.5 45.3150.0 45.3/50.0 6/6 8/8 8/8 10110 60/60 50150 50/5D 76180 59/59 59159 * Heaters are Intelligent Heat capable when used with the FV fan coil and Comfort Zone 11' or Infinity Control'. t Feld convertible to 1 phase, single or multiple supply circuit. _ # Feld convertible to 3 phase. v ** Includes blower motor amps of largest fan coil used with heater. tt Copper wire must be used. If other than uncoated (non -plated), 75°C copper wire (solid wire for 10 AWG and smaller, stranded wire for larger than 10 AWG) is used, consult applicable tables of the National Electric Code (ANSI/NFPA 70). $$ Length shown is as measured 1 way along wire path between unit and service panel for a voltage drop not to exceed 2%. NOTES: 1. For fan coil sizes 016-037. 2. For fan coil sizes 042-061 and all FE, FK and FV models. 3. Single circuit application of F15 and F20 heaters requires single -point wiring kit accessory. 285B I EVOLUTION` 15 HEAT MOP EL: r y a n t WITH PURONO REFRIGERFANT 1-1/2 TO 5 TONS I Product Da per® n� EUOLUTION�" Bryant's heat pumps with Puron® refrigerant provide a collection of features unmatched by any other family of equipment. The 285B has been designed utilizing Bryant's Puron® refrigerant. The environmentally sound refrigerant allows consumers to make a responsible decision in the protection of the earth's ozone layer. As an Energy Star@ Partner, Bryant Heating & Cooling Systems has determined that this product meets the Energy Star© guidelines for energy efficiency. Refer to the combination ratings in the Product Data for system combinations that meet Energy Stare guidelines. NOTE: Ratings contained in this document are subject to change at any time. Always refer to the AHRI directory (www.ahridirectory.org) for the most up-to-date ratings information. &} 4e n INDUSTRY LEADING FEATi1 / BENEFITS • 15.3 SEER (nominal) / 11.0- 13.0 EER / 7.7 - 8.0 HSPF • icrotube Technology '" refrigeration system • In'door air quality accessories available Sound • Sound level as low as 68 dBA • Compressor sound blanket standard • Quiet shift defrost Comfort • System supports Evolution Control or standard thermostat controls • Puron® refrigerant - environmentally sound, won't deplete the ozone layer and low lifetime servce cost. • Scroll compressor • InitIemal pressure relief valve • Intemal thermal overload I • Filter drier • High pressure switches • Loss -of -charge switch • Balanced refrigeration system for maximum reliability DuraGuard i protection package: • Sc lid, durable sheet metal construction • Lcquvered coil guard • Balked -on, complete outer coverage, powder paint • Ldng-line - up to 250 feet (76.20 m) total equivalent length, up to 200 feet (60.96 m) condenser above evaporator, or up to 80 ft. (24.38 m) evaporator above codenser (See Longline Guide for more information.) • Lqw ambient (down to-20°F/-28.9°C)) with accessory ELECTRICAL DATA U SERIES V/PH OPER VOLTS* COMPR FAN MCA MIN WIRE SyZEt MIN WIRE SIZEt MAX LENGTH ft (m)$ MAX LENGTH ft (m)$ MAX ' FUSE**, or CKT BRK AMPS MAX MIN LRA RLA. FLA 60° C 75" C 60° C 75" C 018-A 208/230/1 253 197 48.0 9.00 0.5 11.8 114 14 66 (20.1) 62 (20.7) 20 024-A 58.3 12.80 0.5 16.5 114 14 46 (14.0) 44 (13.4) 25 030-A 73.0 14.10 0.5 18.1 14 14 44 (13.4) 42 (12.8) 30 036-A 79.0 16.70 1.2 22.1 112 12 57 (17.4) 54 (16.5) 35 ' 042-A 109.0 21.10 1.2 27.6 110 10 71 (21.6) 68 (20.7) 40 048-A 117.0 21.80 1.2 28.5 Ito 10 69 (21.0) 66 (20.1) 40 060-A 1-34.0 26.40 1.2 34.2 18 10 91 (27.7) 56 (17.1) 50 * Permissible limits of the voltage range at which the unit will operate satisfactorily t If wire Is applied at ambient greater than 30°C, consult table 310-16 of the NEC (NFPA 70). The ampacity of non -metallic -sheathed cable (NM), trade name ROMEX, shall be that of 60°C conditions, per the NEC (NFPA 70) Article 336-26. If other than uncoated (no -plated), 60 or 751C insulation, copper wire (solid wire for 10 AWG or smaller, stranded wire for larger than 10 AWG) is used, consult applicable tables of the NEC (NFPA 70). $ Length shown is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2%. ** Time -Delay fuse. FLA - Full Load Amps LRA - Locked Rotor Amps MCA- Minimum Circuit Amps RLA - Rated Load Amps NOTE: Control circuit is 24-V on all units and requires external power source. Copper wire must be used from service disconnect to unit. All motors/compressors contain internal overload protection. Complies with 2007 requirements of ASHRAE Standards 90.1 A -WEIGHTED SOUND LEVEL (dBA) UNITSIZE - SERIES STANDARD RATING TYPICAL OCTAVE BAND SPECTRUM (without tone adjustment) 125 250 500 1000 2000 4000 8000 018-A 72 50.5 60.0 65.0 167.5 64.5 61.5 53.5 024-A 68 49.5 58.5 61.5 162.0 61.0 58.5 51.5 030-A 69 50.5 58.5 61.5 164.0 61.5 58.5 51.5 036-A 70 54.5 57.5 63.0 !66.0 64.0 61.0 54.0 042-A 72 56.5 64.5 68.5 66.5 64.5 _ 61.0 54.5 048-A 72 58.5 63.0 65.5 ;67.0 63.5 60.0 52.0 060-A 73 58.5 62.5 65.0 1 :67.0 64.0 61.0 1 56.5 NOTE: Tested in accordance with AHRI Standard 270-08 (not listed In AHRI). CHARGING SUBCOOLING (TXV-TYPE EXPANSION DEVICE) UNIT SIZE -SERIES REQUIRED SUBCOOLING ° F (°C) - .7 024-A 14(7.8) 030-A 10(5.6) 036-A 8(4.4) 042-A 10(5.6) 048-A 11 (6.1) 060-A 10(5.6) CD CD O y O 13 w CD w W V V o O W w J J o 0 w w V V 0 o w W V V 0 0 W W V V 0 pp w w J V pp 008 w W J W W J 8,00000 0 W W V 0 W W V V W W V V W W V V 0 0 W W V J 0 0 W w 0 V 0 0 w w J J 0 0 w w J J 0 0 w W V V 0 0 W W V V 0 0 w w J V 0 0 w w V V 0 0 W W V V 0 0 W w V J 0 o w W V J 0 0 w w J J 0 0 w w J V 0 0 w w V V 0 0 w w V V 0 0 W W 0 0 W w 0 0 w w 0 0 w W 0 0 W W 0 0 W w 0 0 w W 0 0 W ": 0 „, W W 0 0 W w 0 0 W W 0 0 W W 0 0 W 0 V V CD V VV m V W V J J V V V V VV m V W m m W W V V J V V V J V V V V V V J V m m W W m V w V V�l j V V V_ V V V V V V V V V J J m V W VV �_ j VV VV j j V J V j V V V V V V V m V V m m V V m m V V m m V V m m V V m m V V m m V V m m V V m m V J m m V V m m V V m m J� J V V J J V V V V V m A m N N fwJ N A 4N1 A fVi1 N A m V INO ra N t0 N O V m m N m m A m m m y O + A N J O S N +� A N m W 0i O N m A A A A frail ONI (Nil m m N m m -� A W N (00 O 0 IV/l fm0 trap fVJ tm0 Oral Imil Imll x� V m w N -+ O W Z O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N IO N N N N N N N N N N N m m ra m m m Ili m m m m m m m Ill . m m m m m m m m m m m m m m m m m m m m m m m m m m m Ill m m 0 m m m m m m m m Ill m m m I m m m IDl m m m m m m m m m m m m m m m m m m m m m m m m m m w m m m m m m m m m m w m m m m m m m m m m m m m m m m m m w m m m m m m m m m m m m m m m m rv^* m m m m m m m m m m m m m w m m m m m O m m Z Z m m Z Z m m Z Z m m Z Z m m Z Z m m Z Z m m Z Z W m Z Z W W Z Z m W Z Z W W Z Z W m Z Z m m Z Z m m Z Z m m Z Z m m Z Z m m Z Z m m Z Z m W Z Z W m Z Z m m Z Z m m Z Z m m Z Z m W Z Z W W Z Z m m Z Z m W Z Z m m Z Z m W Z Z m m Z Z W W Z Z W m Z Z m m Z Z m m Z Z m Z.r m W Z Z m m Z Z W W Z Z W m Z Z m Z lap D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 000.000 D➢ o D D D D 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D D 0 0 D; 0 DDDDDDDD 0 0 0 0 0 0 0 0 D o Z W W m m W o*rnrn W W ..... rnmrnma W w o�rnmmmmmmmmrno+o�o W W W W W W W W W W W w W rnmo�mrno+oymmmmmrnmrnrnmowmmmpp��mm w ! w w w w w w w w w w w w w w W W W W W w w mmp�m w W w w p�ayrn w W W W mmmmmo w w w W w w ram w w W 000000 w w w W W 00 W c 4 i w IRI w Y 'Rt rt i t 4} j • 4 t i Y D Y rt %+ Y+ Y D Y t r y k Y Y: # Y D k t Y Y Y �F rt y 4 Y Y # R rt Y r rt rt i k Y♦ ` Y y! r Y r r Y i n r Y Y 's rt Y` 1 ! * y* *y ***# r 3 i Q D D D D D D D D D D D D D D D D D D D D D D D D Di D D D D D D D D D D D D a D D D D D D D D D D D D> D D D D D D D D D D D D Y D D DDDDD > D D D axd Z D ODTANA D➢D D DDRD OArtrt DAljQ�rtrt ODAlj�r♦ ODNjR• QD Opj D O➢# ODm.Na DOm•DOm QD± ODra.N4i OD� ODm.Nt. 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New construction or addition 2. Single-family detached or Multiple -family attached 3. If Multiple -family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft.) 7. Glass type' and area: (Label required by 13-104.4.5 if not default) a. U-factor: (or Single- or Double -Pane DEFAUI T) b. SIIGC: (ur Clear or Tint DEFAULT) 8. Floor type and insulation: a. Slab -on -grade (R-va]ue + perimeter) b. )Food, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) S. Other: b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (insulation R-value) b. Single assenthly (Insulation R-value) c. Radiant bonier, IRCC or white roof installed? 11. Air distribution system: a. Ducts (Insulation + Location) b. Air Handler (Location) 12. Cooling system: (Types: central -split, central -single pkg., room unit, PTAC, gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. Vs. LP Gas, gas h.p., room or PTAC, none) 14. Hot water system: (Types: elec., natural gas, solar, LP gas, none) 15. Hot water credits a. Heat Recovery (HR) b. Dedicated bleat Pump (DHP) c. Solar 16. HVAC credits (Use: CF-Ceiling Fan, CV -cross vent, PT -programmable thermostat, I -IF -whole house i7.-IvlultiZone) 17. COMPLIANCE STATUS: (PASS if As -Built Pts. Are less than Base PIS.) a. Total As -Built Points b. Total Base Points Please Type CK 1. KieLj 2. 3. 4.`� S 5. sq. ft. 6. ft. Description Area 7a. s t'^411c sq. ft. 7b. _ sq. ft. 8a. R = , 1Z8 I. ft. 8b. R- sq. ft. 8c. R = sq. ft. 9a-1 R= 5 t a 1 4 sq. ft. 9a-2 R = sq. ft. 9a-3 R = sq, ft, ga-4 R = sq, ft. 9b-2 R = sq. ft. 9b-3 R = sq. ft. 9b-4 R = sq. ft. 10a. W40 770 sq. ft. 10b. sq. ft. 10c. 12a. Type: ftW [ SOL O. 12b. SEER/EER/COP: 12c. Capacity: r7OO _ 13a. Type: eA% _P_UmQ- 13b. HSPF/COP/AFUE: $" IZI 13c. Capacity: Irl�ti'OO 14a.Type: LP 14b. EF: 15a. 15b. 15c. 16. Pr 17. 17a.0�603 17b. 1(TS I hereby certify that the plans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance with compliance with tite Florida En/ee�rrgy� C�ode. the Florida EnergyFode. Before constriction is completed, this building will be inspected PREPARED BY:. Ve-� �' DATE: Zo 1t for compliance in accordance with Section 553.908, F.S. I hereby certify that this building is in compliance with the Florida Energy Code: BUILDING OFFICIAL: OWNER AGENT: DATE: 2- 111 DATE: _ 1 Predominant gla ty e. or actual glass type and areas, see summer and winter glass output on Pages 2 and 4. Page t 2007 FLORIDA BUILDING CODE -BUILDING 13-D.11 APPENDIX 13-D I SUMMER CALCULATIONS fQ0!] J C7 / H OVERHANG RATIO = OH LENGTH OH HEIGHT ORIENTATION OVERHANG LENGTH OH (FEET) N NE E 2- SE S SW I W NW H CLIMATE ZONES 4 5 6 GLASS AREA' (SO. FT.) SINGLE -PANE SUMMER I DOUBLE -PANE SUMMER POINT MULTIPLIER OR POINT MULTIPLIER SUMMER OH FACTOR (from 6A-1) AS -BUILT = GLASS SUMMER PT CLEAR TINjr' I CLEAR TINT' 30.19 24.46 1 26.25 20.63 47.10 38.98 40.99 32.90 63.97 53.27 ! 55.69 45.16 3 6:5 61.07 50.80 53.20 43.09 48.22 39.84 1 41.92 33.59 56.99 47.31 49.60 40.08 57.68 47.90 50.22 40.60 40.72 33.43 35.45 28.29 109.69 W.83 90.56 77.00 I I I N COND. X WEIGHTED GLASS o BASE GLASS (8 X FLOOR AREA MULTIPLIER SUBTOTAL t7 .16 1 77 0 24.35 '� COMPONENT DESCRIP- AREA X BASE SUMMER BASE SUMMER TION POINT MULT POINTS EXTERIOR 1?1477 1.7 -Ju ADJACENT .6 3 m I EXTERIOR 4.8 115 cc O ADJACENT 1.6 O O T AS -BUILT COMPONENT POINTDESCRIPTION I I AREA SUMMER (6A 2 THRU BA-6)LT I SUMMER POINTS tIA9111 11214 1 1.0 1 1i.1 Z UNDER ATTIC OR '1Q 2.13 SINGLE ASSEM- i BLY RBSlIRCCAvhite 1 iu BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING, AS -BUILT CEILING �1 ♦ r SLAB iC<nluerER1 1 ` -31.9 O RAISED tnaenl -1.71 J °- FOR SLAB -ON -GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISI T INFILTRATION A 14.31 (\ v \ INTERNAL GAINS USE TOTAL FLOOR AREA OF CON TOTAL COMPONENT BASE SUMMER POINTS \9, Q TOTAL CON r IF Base Cooling X Total Base = BASE COOL_ COOLING System Multiplier Summer Points ING POINTS SYSTEM .325 X Base Hot Water BASE HOT HOT WATER Number of Bedrooms Multiplier - WATER SYSTEM POINTS 2460 D Q 1 p i-�13 Ib4� EQUALS ACTUAL CEILING SQUARE FOOTAGE. T 1 '7lu I I Q t . FLOORS USE AREA OVER UNCONDITIONED SPACE. 1 1 %iO 14.31 ox )SPACE. AS -BUILT SUMMER POINTS 1 TOTAL As-B} ilt As -Built As -Built AB-BUilt As Built AS -BUILT AS -BUILT X SUM. PTS. OM X I (GA-8) DSM I WA-20) AHU X CSM X I (6A-7) I (6A-9) (:Cf= d I (6A-19) COOLING I POINTS 15,'l1ti I,o '1 ';0°r I,10 , 95 3 M- AS-BUILT HOT WATER SYS Number of I As-BuWM ilt HAs-Built HWCIA AS -BUILT X X HOT WATER TEM DESC. Bedrooms (6A-22) (6A-23) POINTS Lt TAwtits I > I 1 \.0 5 H = HORIZONTAL FOR GLASS WITH KNOWN SHGC, SEE SECTION 2.1.1 of APPENDIX G-C of the FBC. Residential. 'MUST MEET CRITERIA OF APPENDIX GLASS (SKYLIGHTS) ITINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS. FILM, OR TINT. G-C4.2.1.5 of the FBC, Residential. Page 2 13-D.12 2007 FLORIDA BUILDING CODE -BUILDING 1, APPENDIX 13-D WINTER CALCULATIONS N U 1 H 1 H F1� ORIENTATION OVERHANG LENGTH OH (FEET) N NE E SE S SVJ W NW 'H CLIMATE ZONES 4 5 6 GLASS AREA, (SO. FT.) SINGLE -PANE WINTER POINT MULTIPLIER C DOUBLE -PANE WINTER R POINT MULTIPLIER X I WINTER OH FACTOR (from 6A-10) AS -BUILT GLASS WINTER PTS CLEAR Tlor CLEAR I TINT' 16.07 16138 11.00 11.29 14.70 15�07 '10.70 11.0' 12.37 13� 04 8.82 9.46 , fa 2� 10.59 11149 7.31 8.18 9.90 10l88 6.74 7.70 2.4 11.59 12136 8.12 8.86 9 0 I Ky- 13.25 13180 9.55 10.07 14,97 15130 10.91 11.21 14.78 15!61 10.20 11.01 I I I I I I I I y 18 X COND, X WEIGHTED GLASS _ BASE GLASS FLOOR AREA MULTIPLIER SUBTOTAL r7 .18 1 -7 -]'O 1 9.11 COMPONENT DESCRIPTION AREA BASE WINTER POINT MOLT. BASE WINTER POINTS EXTERIOR j v 1.8 2 (�,S J d ADJACENT 1.6 rn EXTERIOR 1 2 1 5.1 O ADJACENT 4.0 O O v AS -BUILT GLASS SUBTOTAL COMPONENT DESCRIPTION AREA, WINTER POINT MOLT. (6A-11 THRU 6A-15) AS -BUILT WINTER POINTS IL wA 1 Z . 9 I I I O t'u UNDER ATTIC OR SINGLE ASSEfv1- SLY 0.64 c(L A-;'� RBS/IRCC(whde, BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS -BUILT CEILING SLAB mvmrTERI Z 2.5 1 3?�(> 4� O RAISED IARE:,y .39 J U. FOR SLAB -ON -GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISI INFILTRATION & -028 G '1 INTERNAL GAINS TOTAL COMPONENT BASE WINTER POINTS USE TOTAL FLOOR AREA OF I ) RO TOTAL Base Heating X Total Base _ BASE HEAT - HEATING System Multiplier Winter - ING POINTS Points SYSTEM .554 I O 9D+ iQ041 BASE COOLING BASE BASE HOT TOTAL BASE J a WATER POINTS + HEATING + x 0.85 c POINTS POINTS Q (From P. 2) POINTS (From P. 2) (Enteron P. 1) �i5 OI `4 0 X_ EQUALS ACTUAL CEILING SQUARE FOOTAGE. USE AREA OVER UNCONDITIONED SPACE. -117 ) -0.28 SPACE. AS -BUILT WINTER POINTS TOTAL As -Built AS -Built AS Built As Built I As But AS -BUILT AS -BUILT X D X DSM X AHU X HSM X HCf 8= HEATING WIN. PT/S.. (6A�7) I (6A-20) (6A-16) (6A•18) (6A--+21) POINTS AS -BUILT COOL I AS -BUILT HEAT- I AS -BUILT HOT TOTAL AS -BUILT ING POINTS + ING POINTS + WATER }'POINTS POINTS (From P. 2) (From P. 2) (Enter on P. 1) H = HORIZONTAL FOR GLASS WITH KNOWN SHGC, SEE SECTION 2.1.1 of APPENDIX G-C of the FBC, Residential MUST MEET CRITERIA OF APPENDIX GLASS (SKYLIGHTS) ITINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS, FILAI.IOR TINT. G-C4.2.1.5 of the FBC, Residential. 13-D.14 1'age 4 2007 FLORIDA BUILDING CODE -BUILDING Product Da pu® n_ EVOLUTION'" Bryant's heat pumps with Puron® refrigerant provide a collection of features unmatched by any other family of equipment. The 285B has been designed utilizing Bryant's Puron® refrigerant. The environmentally sound refrigerant allows consumers to make a responsible decision in the protection of the earth's ozone layer. As an Energy Star@ Partner, Bryant Heating & Cooling Systems has determined that this product meets the Energy Star@ guidelines for energy efficiency. Refer to the combination ratings in the Product Data for system combinations that meet Energy Star® guidelines. NOTE: Ratings contained in this document are subject to change at any time. Always refer to the AHRI directory (www.ahridirectory.org) for the most up-to-date ratings information. INDU Eryant LEADING / BENEFITS • 15I3 SEER (nominal) / 11.0- 13.0 EER / 7.7 - 8.0 HSPF • Mfi'crotube Technology- refrigeration system • Indoor air quality accessories available Sound • So and level as low as 68 dBA • Cc IImpressor sound blanket standard • Qdiet shift defrost Comfort • System supports Evolution Control or standard thermostat controls • Puron(D refrigerant - environmentally sound, won't de lete the ozone layer and low lifetime servce cost. • Scroll compressor • Internal pressure relief valve • IntLmal thermal overload • Filter drier • High pressure switches • Loi s-of-charge switch • Balanced refrigeration system for maximum reliability DuraGuard 7 protection package: • Solid, durable sheet metal construction • LoLvered coil guard • Baked -on, complete outer coverage, powder paint kit g-line - up to 250 feet (76.20 m) total equivalent ;th, up to 200 feet (60.96 m) condenser above )orator, or up to 80 ft. (24.38 m) evaporator above 3enser (See Longline Guide for mote information.) i ambient (down to-20°F/-28.9°C)) with accessory I ELECTRICAL DATA UNIT SIZE - SERIES V/PH OPER VOLTS* COMPR FAN MCA VI�IRE SIZEt IN MIN WIRE SIZEt MAX LENGTH ft (m)t MAX LENGTH It(m)* MAX FUSE** or CKT BRK AMPS MAX MIN LRA RLA FLA 60' C 75' C 60' C 75' C 018-A 208/230/1 253 197 48.0 9.00 0.5 11.8 14 14 66 (20.1) 62 (20.7) 20 024-A 58.3 12.80 0.5 16.5 (14 14 46 (14.0) 44 (13.4) 25 030-A 73.0 14.10 0.5 18.1 4 14 1 44 (13.4) 42 (12.8) 30 036-A 79.0 16.70 1.2 22.1 12 12 57 (17.4) 54 (16.5) 35 042-A 109.0 21.10 1.2 27.6 j10 10 71 (21.6) 68 (20.7) 40 048-A 117.0 21.80 1.2 28.5 110 10 69 (21.0) 66 (20.1) 40 060-A 134.0 26.40 1.2 34.2 18 10 91 (27.7) 56 (17.1) 50 * Permissible limits of the voltage range at wmcn the unit will operate satistactoniy t If wire is applied at ambient greater than 300C, consult table 310-16 of the NEC (NFPA 70). The ampacity of non -metallic -sheathed cable (NM), trade name ROMEX, shall be that of 601C conditions, per the NEC (NFPA 70) Article 336-26. U other than uncoated (no -plated), 60 or 75'C insulation, copper wire (solid wire for 10 AWG or smaller, stranded wire for larger than 10 AWG is used, consult applicable tables of the NEC (NFPA 70). t Length shown is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2%. ** Time -Delay fuse. FLA - Full Load Amps LRA - Locked Rotor Amps MCA - Minimum Circuit Amps RLA - Rated Load Amps NOTE: Control circuit is 24-V on all units and requires external power source. Copper wire must be used from service disconnect to unit. All motors/compressors contain internal overload protection. Complies with 2007 requirements of ASHRAE Standards 90.1 A -WEIGHTED SOUND LEVEL (dBA) UNIT SIZE - SERIES STANDARD RATING TYPICAL OCTAVE BAND SPECTRUM (without tone adjustment) 126 260 500 1000 2000 4000 8000 018-A 72 50.5 60.0 65.0 ;67.5 64.5 61.5 53.5 024-A 68 49.5 58.5 61.5 62.0 61.0 58.5 51,5 030-A 69 50.5 58.5 61.5 ;64.0 61.5 58.5 51.5 036-A 70 54.5 57.5 63.0 ;66.0 64.0 61.0 54.0 042-A 72 56.5 64.5 66.5 66.5 64.5 61.0 54.5 048-A 72 58.5 63.0 1 65.5 67.0 1 63.5 60.0 1 52.0 060-A 73 58.5 62.5 1 65.0 ;67.0 1 64.0 61.0 1 56.5 NOTE: Tested in accordance with AHRI Standard 270-08 (not listed in AHRI). CHARGING SUBCOOLING (TXV-TYPE EXPANSION DEVICE) UNIT SIZE -SERIES REQUIRED SUBCOOLING 'F ('C) 018-A Trr.77- 024-A 14(7.8) 030-A 10(5.6) 036-A 8(4.4) 042-A 10(5.6) 048-A 11 (6.1) 060-A 10(5.6) S O IN w w N Oa') 7 am7 Ila N N N umi W (aO, Q V V V m Ilp R 7 11� tN0 7 ? 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M r N m m m m a m m v v m m n m m m v v v n n 0 0 n n 0 0 n n 0 0 r n 0 aN n n o o n n 0 0 n n 0 0 n n 0 0 n n 0 0 n n 0 'co n n 0 0 n n 0 0 n n 0 0 m m 0 0 � n 0 0 n n 0 0 n n 0 0 ;2 n n 0 0 n n 0 0 n n 0 0 n n 0 0 n n 0 0 n n 0 0 n m 0 0 m � 0 0 n n 0 0 n n 0 0 n n 0 0 m m 0 0 � n 0 0 n n 0 0 n n 0 0 n n 0 n n 0 0 n n,�.':n 0 0 o n n 0 n n 0 0 r n n 0 0 0 ¢ n n mmmmmomwcommmmmmmmmmmNmmminmmwmc�mmmmmmmmmcocnmmmmmmmmmmmmNmmmmmmmmmcommmm".mmmcomc�mm n n n n n n n n n n n n n n o rr n n n n n n n n n No n r n n n n n n n n n No n n n n n n n n n n n n n n n n n n o n o n n n n n m n n o n ,n n n m n n n n n = M DETAILED COOLING CAPACITIES# EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES ° F C C) 75 (23.9) BS (29.4) 95 (35) 105 (40.6) 115 (46.1) 125(51. CFM °F(°C) F(* Capacity MBtuh Total Sys. Kyy++ Capacity MBtuh Total Sys. KW** Capacity MBtuh Total Sys. KW++ With FX4DNF019 Capacity MBtuh Total Sys. KW++ Capacity MBtuh Total Sys. KW++ Capacity MBtuh Total Sys. KW** Total Sens# Total Sens# Total Outdoor Sens# Section Total Indoor Sens# Total Sans# Total Sans# 72 (22.2) 21.3E 11.10 1.10 20.34 10.70 1.25 19.25 10.28 1.42 18.10 9.85 1.60 16.88 9.40 1.80 15.59 8.93 2.03 67 (19.4) 19.37 13.52 1.10 18.43 13.12 1.25 17.43 12.70 1.41 16.3E 12.26 1.59 15.26 11.81 1.79 14.08 11.33 2.02 525 63 (17.2)it 17.92 13.00 1.10 17.05 12.60 1.25 16.12 12.18 1.41 15.14 11.74 1.59 14.10 11.28 1.79 12.99 10.B0 2.01 62 (16.7) 17.54 15.88 1.10 16.69 15.47 1.25 15.79 15.04 1.41 14.85 14.58 1.59 13.91 13.91 1.78 13.03 13.03 2.01 57 (13.9) 16.80 16.80 1.10 16.15 16.15 1.25 15.45 15.45 1.41 14.70 14.70 1.59 13.89 13.69 1.78 13.01 13.01 2.01 72 (22.2) 21.87 11.69 1.11 20.79 11.28 1.26 19.64 10.85 1.43 1 B.44 10.41 1.61 17.17 9.95 1.81 15.83 9.47 2.04 67 (19.4) 19.84 14.44 1.11 18.85 14.03 1.26 17.80 13.60 1.42 16.70 13.15 1.60 15.54 12.69 1.80 14.31 12.20 2.03 Sao 63 (17.2)it 18.37 13.86 1.11 17.45 13.45 1.26 16.4E 13.02 1.42 15.45 12.57 1.60 14.37 12.10 1.80 13.22 11.61 2.02 62 (16.7) 18.01 17.11 1.11 17.13 16.68 1.26 16.21 16.12 1.42 15.36 15.36 1.60 14.49 14.49 1.80 13.56 13.56 2.02 57 (13.9) 17.61 17.61 1.11 16.90 16.90 1.26 16.15 16.15 1.42 15.34 15.34 1.60 14.47 14.47 1.80 13.54 13.54 2.02 72 (22.2) 22.26 12.24 1.12 21.13 11.82 1.27 19.94 11.39 1.44 18.70 10.94 1.62 17.39 10.48 1.82 16.02 10.00 2.05 67 (19.4) 20.21 15.33 1.12 19.17 14.90 1.27 1 B.08 14.47 1.43 16.95 14.01 1.61 15.75 13.53 1.81 14.49 13.03 2.04 675 63 (17.2)t 18.73 14.69 1.12 17.76 14.27 1.27 16.76 13.83 1.43 15.70 13.37 1.61 14.5E 12.89 1.81 13.40 12.38 2.03 62 (16.7) 1 B.42 18.24 1.12 17.56 17.56 1.27 16.76 16.76 1.43 15.90 15.90 1.61 14.98 14.98 1.81 14.00 14.00 2.04 57 (13.9) 18.29 18.29 1.12 17.54 17.54 1.27 16.74 16.74 1.43 15.BB 15.88 1.61 14.96 14.96 1.81 13.98 T 13.98 2.04 COOLING INDOOR MODEL CAPACITY POWER FURNACE MODEL *FX4DNF019 1.0D 1.00 FB4CNF018 0.99 1.00 FB4CNF024 0.9B 0.99 FE4ANF002 0.99 1.00 FF1 ENP018 0.97 1.09 FF1 ENP019 0.9B 1.03 FF1 ENP024 0.98 1.10 FF1 ENP025 1.00 1.01 FV4BNF002 0.99 0.96 FV4CNF002 0.99 0.96 FX4CNF018 0.98 1.02 FX4CNF024 0.99 1.00 FX4DNF025 1201 1.01 FY4ANF018 0.97 1.09 FY4ANF024 0.97 1.11 FY5BNF018 0.98 1.07 FYSBNF024 • 0.98 1.07 ' CAP**1814A** 0.97 1.11 CAP**2414A** 0.98 1.10 CAP**2417A** 0.98 1.10 CNPF*241BA** 0.98 1.10 CNPH*2417A** 0.98 1.10 CNPV*1814A** 0.97 1.09 CNPV*1917A** 0.99 1.11 CNPV*2414A** 0.98 1.10 CNPV*2417A** 0.98 1.10 CSPH*2412A** 0.98 1.10 CAP**1814A** 0.98 1.03 313*AV024045 CAP**2414A** 0.99 1.00 313*AV024045 CNPH*2417A** 0.99 1.00 313*AV024045 CNPV*1814A** 0.98 1.03 313*AV024045 CNPV*2414A** 1 0.99 1.00 313*AV024045 CSPH*2412A** 0.99 1.00 313*AV024045 CAP**1814A** 0.97 1.01 315 A, AV036070 CAP**2414A** 0.98 0.99 315(A,J)AV036070 CNPH*2417A** 0.97 0.98 315(A,J)AV036070 CNPV*1814A** 0.97 1.01 3,5 A,J)AV036070 COOLING INDOOR MODEL CAPACITY POWER FURNACE MODEL CNPV*2414A** 0.98 0.99 315(A,J)AV03607D CSPH*2412A** 0.98 0.99 315(A,J)AV03607D CAP**2417A** 0.9B 0.99 315(A,J)AV048090 CNPH*2417A** 0.98 0.99 315(A,J)AV04809D CNPV*1917A** 0.99 1.00 315(A,J)AV048090 CNPV*2417A** 0.98 0.99 315(A,J)AV048090 CSPH*2412A** 0.98 0.99 315(A,J)AV04809D CAP**2417A** 1.00 1.01 353(A,B)AV036060 CNPH*2417A** 0.99 1.00 353(A,B)AV036060 CNPV*1917A** 1.01 0.98 353(A,B)AV036060 CNPV*2417A** 0.99 1.00 353(A,B)AV036060 CSPH*2412A** 0.99 1.00 353(A,B)AV036060 CAP**2417A** 1.01 0.98 353AAV036040 CNPH*2417A** 1.00 1.01 353AAV036040 CNPV*1917A** 1.01 0.98 353AAV036040 CNPV*2417A** 1.00 1.D1 353AAV036040 CSPH*2412A** 1.00 1.D1 353AAV036040 CAP**2417A** 0.9B 0.99 355(A,C)AV04206D CNPH*2417A** 0.98 0.99 355(A,C)AV042060 CNPV*1917A** 0.98 0.99 355(A,C)AV042060 CNPV*2417A** 0.98 0.99 355(A,C)AV042060 CSPH*2412A** 0.98 0.99 355(A,C)AV042060 CNPH*2417A** 0.97 0.98 355(A,C)AV042080 CSPH*2412A** 0.98 0.99 355(A,C)AV042080 CNPH*2417A** 0.98 0.99 35SAAV042040 CSPH*2412A** 0.98 0.99 355AAV042040 CNPH*2417A** 1.01 1.04 3596AV036040 CSPH*2412A** 1.01 1.04 359BAV036040 CNPH*24177 ** 1.01 1.04 359BAV036060 CSPH*2412A** 1.01 1.04 359BAV036060 See notes on pg. 39 � u v a oni, umi. v v fmo, uni_ vNi. m„ � m m m Q Q Cf CJ PJ CJ CJ l7 l7 m. `o r rn m m n m m m m U F' v N v ci N N ri ri N N ni ri N N ni ei N N 1�N SG PI L m m N R m N Iq m q N N N 5 Q mm N R N m (y N m N O O 0 N 0 0 N N y Q 1- fmy CNJ. 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W O LL LL O O LL LL O O LL LL O O LL LL G O LL LL C 0 LL LLLL 0 0 LL 0 0 LL LL 0 aYVRmn�RRA LL __ m m C _ m _ m _ m _ m p �OD Z� Z Z V U Z Z U Q 2 Z W W 2 Z W W Z Z mcc�� Z Z [U�paammi v'gg'm Z Z Z Z Z m N N i '+ N N iLL2»�>2 i—� N N N m i N N N i i N N iN i i N N N H vvv mm W IililLli v d� �LL } �"'UUUU .<Z.-Z.-z. 2»2 LLaa 2»SY LLLL LLaaaLLLLLL 2»2 Q i fit. li, IL LL LL.LL LL��ll 1L 11 UUUUUUUU (ZJU U 0000000000 Z U UU 40 3�gij�j 2 Lyant Product Data PREMIUM ENVIRONMENTALLY SOUND FAN COIL The FV4C is the premium air handler combining the proven technology of Bryant fan coils with environmentally sound Puron© refrigerant. The FV4C achieves an operational advantage when the ECM (Electronically Commutated Motor) is combined with a Bryant Preferred' heat pump with Puron© refrigerant. With attention to quiet, efficient, and comfortable operation, Bryant has developed a new benchmark for superior indoor comfort and control. ArmorCoat' provides a tin plating of the indoor coil's copper hairpins. This creates a barrier between the corrosion -causing elements and the coil. Bryant's heat pump and air conditioning systems now feature Puron© refrigerant (R-410A), the chlorine -free refrigerant that is the future for the residential heating and cooling industry. The FV4C using Puron© refrigerant maximizes performance for environmentally sound systems. In addition to environmental safety, these systems are 30 to 40% more efficient than standard heating and cooling systems, thereby combining excellence in efficiency and environmental safety. The FV4C provides these benefits due to Bryant's command of ECM technology. These motors are extremely efficient at all speeds, and enable the FV4C to operate at the correct speed to deliver airflow precisely, ensuring proper performance across a wide range of duct static pressures. This adaptive efficiency also makes installation quality easier to achieve for today's demanding homeowner. Bryant's command of ECM technology may be most evident in the comfort advantages that ECM can deliver. Operation set up steps on the Easy Select- Board provide the installing technician with alternatives to maximize comfort and efficiency. For true indoor comfort, the homeowner can achieve command of both temperature and humidity in cooling and heating modes. Another feature which sets the FV4C apart is the factory -installed TXV, which enhances efficiency and provides compressor protecting operation at all recommended conditions. Grooved copper tubing, louvered aluminum fins, and the large face areas of the FV4C refrigerant coils also provide superior efficiency, for high SEER and HSPF performance. Bryant leads the way in condensate control, a hallmark of these multipoise fan coils. All of these featured components are protected within a rugged, prepainted metal cabinet lined with super thick, high density insulation. For neat, high quality installations the unit exterior features sweat refrigerant connections for simple leak free performance, and multiple electrical entry for both high and low voltage service. For superior technology and unmatched comfort, the environmentally sound and efficient FV4C can't be beat. MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6 7 F V 4 C N B 0 Product F = Fan Coil Type V = Puron® Refrigerant Position 4 = Multipoise Series C Electrical N = 208/230v, 1ph-60 Hz Cabinet/Insulation B = Modular F = Single piece Nron.., Uw nrtrimnrtonlNly eovd taMpvranl 90% qw Standard 21=0 AR StandsN 210lm Unitary Air C tditioners Unitary Heat Pampa CERTIFICATION APPLIES ONLY WHEN THE COMPLETE SYSTEM IS LISTED WITH ARI 8 9 10 11 12 0 3 0 0 0 Capacity 002 = 18-36,000 003 = 24-42,000 005 = 30-48,000 006 = 30-60,000 ArmorCoaf SPECIFICATIONS Heating Size T00 = ArmorCoat- 000 = No Heat 005 = 5 kW 075=7.5kW 008 = 8 kW 010 = 10 kW 011 = 11 kW 015=15kW c 9us ISO 9001:2000 - I REGISTERED r Refrigerant Metering Device Puron® Refrigerant (R-410A) TXV Size 2 Ton 3 Ton 1 4 Ton Rows/Fins Per In. 3 / 14.5 Face Area (Sq Ft) 3.46 5.93 7.42 ConfiguratioRnp A Slope A ti '�cgp"�P Air Discharge Upflow, Downflow, Horizontal CFM (Nominal Clg/Fltg) 525/470 700 / 630 875/785 1050/945 700/630 875 / 785 1050/945 1225/1100 875/785 1050/945 1225/1100 1400/1260 1050/945 1225/1100 1400/1260 1750/1575 Motor HP (ECM) 1/2 3/4 21-1/2" (546 mm) by 16-3/8" (417 mm) 19-7/8" (505 mm) 23-5/16" (585 mm) - f oN oprasE,z.,� .w g 1 Piece 1 Piece or Modular Modular 3 PERFORMANCE DATA (cont) COOLING CAPACITIES (MBWh) — Sensible Heat Capacity (1000 Btuh) — Gross Cooling Capacity (1000 Btuh) NOTES: 1. Contact manufacturer for cooling capacities at conditions other than shown in table. 2. Formulas: Leaving db = entering db —sensible heat cap. 1.09 x CFM Leaving wb = wb corresponding to enthalpy of air leaving coil (hlwb) hlwb = hewb —total capacity (Btuh) 4.5 x CFM where hewb = enthalpy of air entering coil. Direct interpolation Is permissible. Do not extrapolate. 3. SHC is based on 80°F db temperature of air entering coil. Below 80°F db, subtract (Correction Factor x CFM) from SHC. Above 80°F db, add (Correction Factor x CFM) to SHC. 4. Bypass Factor = 0 indicates no psychometric solution. Use bypass factor of next lower EWB for approximation. Interpolation is permissible. Correction Factor = 1.09 x (1 — BF) x (db — 80) SHC CORRECTION FACTOR ENTERING AIR DRY—BULB TEMPERATURE °F (°C) BYPASS 79 (26) 78 (26) 77 (25) 76 (24) 75 (24) Under 75 (24) FACTOR 81 (27) 82 (28) 83 (26) 84 (29) 85 (29) Over 85 Correction Factor 0.10 .098 1.96 2.94 3.92 4.91 Use 0.20 0.87 1.74 2.62 3.49 4.36 formula shown 0.30 0.76 1.53 2.29 3.05 3.82 below 13 N 01 ACCESSORY ELECTRIC HEATER ELECTRICAL DATA HEATEq PARTNO. kW P H A S E INTERNAL CIRCUIT PROTEC- 71ON HEATER AMPS 208/230V BRANCH CIRCUIT Min Amp.oity 208/230V" Min Wiro elm (AWG) 2108230Vtt Min Gnd Wire Size 2031230V Max F.. /Ckt Bkr Amp. 203/230V Max Wlre Length 20B/230V (8)# Single Clmult Dual Cimult Single Clrouit Dual CI=It Single Clmult Dual Cireult Single Clrouit Dual Clmult Single Clmult Dual Cimult Single Circuit Dual Cimult 240v 208v L1,12 L3,L4 L1,L2 L3,L4 L1,L2 13,L4 L7,L2 LaL4 L1,L2 L3,Lq L1,L2 43,L4 KFCEH04011103 3 2.3 1 None 10.9/12.0 — — 15.8/17.3 — — 12/12 — — 1P112 — — 20120 — — 67168 — — KFCEHO501NOS1 5 3.8 1 None 18.1120.0 — — 26.0/28.4 — — 10110 — — 10/10 — — 30130 — — 66/66 — — KFCEHOSD1N052 5 3.8 1 None 18.1120.0 — — 312133.5 — — BIB — — 10/10 — — 35135 — — 85/88 — — KFCE12401CO61 5 as 1 Ckt Bkr 18.1120.0 — — 26.0/28.4 — — 10110 — — 10110 — — 3a30 — — 65155 — — KFCEH24D1C052 5 3.8 1 CM Bkr 18.1120.0 — — 312j33.5 — — BIB — — 10/10 — — W35 — — 85/88 — — KFCEHOBDINOB 8 6.0 1 None 2891mo — — 44.7/48.5 — — BIB — — 10/10 — — 45/50 — — 59160 — — KFCEH26DICOB 8 6.0 1 CM Bkr 28.9/32.D — — 44.7/4&5 — — BIB — — 10/10 — — 45/50 — — 59160 — — KFCEH290IN09* 9 6.8 1 Nona 32.8136.0 — — 49.5/59.5 — — BIB — — IWO — — Sa60 — — 54/87 — — KFCEH2O01NOB`* 9 6.8 3 Nona 18.8120.8 — — 32.0134.5 — — B/B — — 10/10 — — 35135 — — a3/e5 — — KFCEHO901N70 10 75 1 None 3=40.0 — — 53.8158.5 — — BIB — — 10110 — — SO/80 — — 78180 — — KFCEH2801C70 10 75 1 Ckt Bkr 3B2/40.0 — — 53.8/5B.5 — — 618 — — 1D/10 — — 60150 — — 78/80 — — KFCE143001F15* 15 11.3 1 Fuse S42/59.9 38214U 10.120.0 76.3/83.4 53.8158.5 22.7125.0 414 6/6 10/10 818 10/10 10/10 80190 00160 2525 08/89 78/80 75170 KFCEH3101C1S* 15 11.3 1 Ckt Bkr — 362140.0 18.120.0 — 53.8/58.5 22.725.0 — 6/6 10110 — 10/10 10110 — 60160 25/25 — 78/6D 75178 KFCEN1601315 15 11.3 3 None 31.3/34.8 — — 47,7/51.8 — — BIB — — 10110 — — 5a60 — — 58/90 — — KFCEH2O01318 18 13.5 3 None 37.6141.5 — — 55.5/60.4 — — a8 — — 10/8 — — 6D/70 — — 76/77 — — KFCEH3201F20* 20 15.0 1 Fuse 72.3/799 382140.0 382140.0 98.91108.4 53.BISB.5 45.a50.0 32 e8 BIB 8/8 10110 10110 1001110 60160 50/50 851109 78180 59/59 KFCEH3301C20* 20 15.0 1 CM Bkr — 352140.0 362/40.0 — S3.81595 45.3/50.0 — 616 Big — 10I10 10/10 — 60160 50/50 — 78/80 SW59 KFCI]i3401F24•} 24 18.D 3 Fuse 50.1/55.4 — — 7121T7.8 — — 4/4 — — 80180 — — 94MS — — 24 18.0 1 Fuse 86.7/95.5 — — 118.8/127.9 — — 111 — — B/8 — — 125/150 — — 115/118 — — KFCEW501F3O*} 30 225 3 Fuse 82.81682 — — 86.8AW.0 — — 3)3 — — 8/8 — — 0100 — — 97198 — — 30 22.5 1 Fuse 109.a120.0 — — 144.a158.5 — — 0/00 — — 6/8 — — ISDII75 — — 117/150 — — FIELD MULTIPOINT WIRING OF 24-AND 30-kW SINGLE PHASE kW P H HEATER AMPS MIN AMPACITY MIN WIRE SIZE (AWG) MIN GND MAX FUSE/CKT BKfl AMPS MAX WIRE LENGTH HEATER PART A 208/230V 208/230V•* 208/230Vtt WIRE SIZE 208/230V 208/230V (FT)## NO. S 208/230V 240V 2DBV L1,L2 L3,L4 L5,L6 LIA2 L3,L4 LS,L6 L1,L2 L3,L4 LS,L6 L1,L2 L3,L4 LS,L6 L1,L2 L3,L4 L5,L6 E KFCEH3401 F24*t 24 18.0 1 28.9/32.0 28.9132.0 28.9/32.0 44.7148.5 38.2/40.0 362/40.0 8/8 818 8/8 10/10 45/50 1 40140 40/40 59160 73/73 73/73 KFCEH3501 F30*t 30 22.5 1 362/40.0 36.2/40.0 36.2/40.0 53.8158.5 45.3/50.0 45.3/50.0 6/6 B/8 818 10/10 60/60 1 50/50 50/SD 78/80 59/59 59/59 * Heaters are Intelligent Heat capable when used with the FV fan coil and Comfort Zone 11- or Infinity Control'. t Feld convertible to 1 phase, single or multiple supply circuit. $ Field convertible to 3 phase. ** Includes blower motor amps of largest fan coil used with heater. tt Copper wire must be used. If other than uncoated (non —plated), 751C copper wire (solid wire for 10 AWG and smaller, stranded wire for larger than 10 AWG) is used, consult applicable tables of the National Electric Code (ANSI/NFPA70). $$ Length shown is as measured 1 way along wire path between unit and service panel for a voltage drop not to exceed 2%. NOTES: - 1. For fan coil sizes 018-037. 2. For fan coil sizes 042-061 and all FE, FK and FV models. 3. Single circuit application of F15 and F20 heaters requires single —point wiring kit accessory. Residential HVAC Load Calculations for Diana & Jeff Crull-New Home 81 Queens Rd Fort Pierce, Florida Prepared By: Jeff Crull Crull Services 1390 Bayshore Drive Fort Pierce, Florida Tuesday, February 15, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. _ t Rhvac ,, ResidenUal 8� vV. E➢..l. iLgmercialHA Loan MR61'5Sh pmenPdtae, nInefircag'; 320, Z 4 : Project Report Project Title: Residential Designed By: Kent Stonecash Project Date: Wednesday, February 09, 2011 Client Name: Diana & Jeff Crull-New Home Client Address: 81 Queens Rd Client City: Fort Pierce, Florida Company Name: Crull Services Company Representative: Jeff Crull Company Address: 1390 Bayshore Drive Company City: Fort Pierce, Florida Company Comment: p �( ar .-t* r +dP� 3:'- r. �y. .Dsl'fiDat 3no-kt ,,.,y..h}57;=cam .. a� � _. i6s5 L .»v, s'2v_ Reference City: Fort Pierce, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 80% n/a 72 n/a Summer: 90 78 59% 50% 72 67 ..s,-.r S k.' � �:i1ra rii,�leCrC FI ur2,S,.aKa<?_� .,t2, Total Building Supply CFM: 1,729 CFM Per Square ft.: 0.708 Square ft. of Room Area: 2,443 Square ft. Per Ton: 545 Volume (fP) of Cond. Space: 24,430 � 1`f tF`�A� zu`' �,��`ba ,µ wit { u '� 'h t ..:�?a..�a 4* .'s�?'S 'rM;i }�, ..,. if `" i � vq 'dU+�ry,:. t qv>'a y e tt S ?�t� ,✓� Bulldingi,L9a�lsai:�„�.txnx ..s�•.� s�.,,,x�,,.u,;��s. c�;, �sta..� i�k�`,,. �. �� ,,t, M°��� . .5.,at. #,.{.0 _ a �a?. �,i,:,.0 .�+, .,P ...5 ,aks�''it'�.p e �.t�at'��-.. .7 ,;�, Total Heating Required Including Ventilation Air: 42,172 Btuh 42.172 MBH Total Sensible Gain: 39,582 Btuh 83 % Total Latent Gain: 8,243 Btuh 17 % Total Cooling Required Including Ventilation Air: 47,825 Btuh 3.99 Tons (Based On Sensible + Latent) 4.48 Tons (Based On 77% Sensible Capacity) Rhvac is an ACCA approved. Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. N O CO `I CO CO C I `C �C rd CO N I I fr3 M I I I (14 N r �I r r r r r O t0 f0 Cl) T 00 s}• O CO N In O Cl) Cl) O CO O >.Q M N CO h C%l M CD V• K M Cn CD M r M r V• V• CD r n V• 1l V' CDN N N CM U d^`�c'v �C)° LO CO tD';` -: T— ULL N N n O •^V• CY M r V' V' O dV' . n,. n V• • N. N N fy.: C7 M r �'. 'N `LO CO M CD CO w O 0 N' N V• U) N r IT r v to (DLL N is - r} m O M O' O M O O n CO O N O O CD n (D O• O LO CD V• n O 0 m O. M m O C n V• co co r N t0 O w. 00 O (T Cn W CO CO oo r n CV M CO CO CO V' N N r M r cn. N O V• V' r 3 t; { ? to O N N n M 00 Cn I.- co V' (D LO (O N Cl) CD r LO "0) (Dm r V N CO O O V' o CD CD aD CO rV' r- Z cD 00 Ili CO O 't 1n CIL W Cy c . CIL t" M r , CIL cc . O . Cr CO M M M r r N r CD m O Cn V• C �ti x j a J M n �,n.0 V' n T tD pp (D a0 N Cn M Cn a)n N.M CO ' tN, N.O N; CO CO O w O O CD 7 n V• cn CO r M N V- NCD t0 V• V' co Uzi C C N O CO °. CO QW O t ' CD ' O 00 Cn ' CC) ? CO CC V' O ' T O) D1 c : O : M CA ! 0 o t V• r ; Co.. CO Cn ; CO ' •Fu r. CA'ti M N f` CD, r'n N M M r N r r r O V' V• ��w^ -• Ch M ; . COp CO . C3, n CO: CD CO Ln ' Ln � O O ` a0 O : N . _w�ja d• , n Q CD n C$ N CD Q N O O r r CO 0 CD , O r (A r n n n n O• M N V• V• Q N r !t ' Z CD M N Cl r .10 �i a+ otn can, Oo g E ° L ru N,i'd'•CL 0 E E m m' m Y N' O N' O tl eCQy.nr m• F J 7 � t7 'O • ([I . r CO .CL N ' T' c r 5: N .= 4, Lh . ts5 r L ab •� j, N m Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name I Source Velociiy Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Living Room Built-in ., .. 450 750 .. 0 _ 0.1 515.2 66 S.. 303. 3-6 2-Kitchen Built -In 450' 750 0 0.1 565.9 3 49 1-4 3-Breakfast Nook Built -In 450: 750, 0 0.1 456.4 88 358 4-6 4-Dining Room Built -In 450 750' 0 0.1 601.5 53 164 2-5 5-Foyer Built -In 450 750'. 0 0.1 519.4 37 139 1-7 6-Laundry Built -In 450 750 0 0.1 528.7 27 46 1-4 7-Bath 2 Built -In 450. 750` 0 0.1 476.7 26 42 1-4 8-Bedroom2 Built -In 450' 750 0 0.1 534.9 46 105 1-6 9-Bedroom 3 Built -In 450 750 0 0.1 558.5 25 49 1-4 Other Ducts in System 1 Supply Main Trunk Built -In 650, 900 0 0.1 807.2' 373, I 1,256 28x8 System 2 Su pply Runouts Zone 1 10-Master Bedroom Built -In 450' 750; 0 0.1 533.1 54SM 209 2-6 11-Master Bath Built -In 450 750 0 0.1 574.4 62 � 226 2-6 12-Pool Bath Built -In 450. 750 0 0.1 438.5 25 3.8 38 1-4 Other Ducts in System 2 Supply Main Trunk Built -In, 6504 900` 0 0.1 655.1; 141 4 473 13x8 Summary System 1 Heating Flow: 373 Cooling Flow: 1256 System 2 Heating Flow: 141 Cooling Flow. 473 Rhvac� Res�dentJal �^L�ght Commercial HVAC Loads. 4 Fir � t r ` "` �� , �� , a �� ' f'ry : Elite Software Development, Inc y` Lo1.b wman Metal Shoe f rF� ti 4 k x N b •rf zj� s Residential 'Eaton; _OH _� �45320 Pa System 1 System 1 Summary Loads -� .vt a s!s..,=�, r, , "aux£t:,x t t y:. 4y3r,7 n sd x ,g`'..h ,�, .i Co : eni�., .�.. /area.,t.,Sen< �� f 1 ofal{ 7r�porx 4 t j lfley nixv'xk rDe,�,fl tio,�p ��s��.Gai}Gam _.. 10A-m: Glazing -French door, single pane clear glass, 88 4,408 0 6,560 6,560 metal frame no break, u-value 1.67, SHGC 0.53 IA-cm-o: Glazing -Single pane, operable window, clear, 171 6,514 0 9,085 9,085 metal frame no break, u-value 1.27, SHGC 0.75 11 P: Door -Metal - Polyurethane Core 21 183 0 177 177 13A-5ocs: Wall -Block, board insulation only, R-5 board 1005 3,771 0 2,300 2,300 insulation, open core, siding finish 12C-Osw: Wall -Frame, R-13 insulation in 2 x 4 stud 230 627 0 513 513 cavity, no board insulation, siding finish, wood studs 16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 1673 1,606 0 2,302 2,302 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-pl: Floor -Slab on grade, No edge insulation, no 152 4,509 0 0 0 insulation below floor, any floor cover, passive, light dry _soil Subtotals for structure: 21,618 0 20,937 20,937 People: 4 920 1,200 2,120 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,553 647 2,643 3,290 Infiltration: Winter CFM: 106, Summer CFM: 56 3,494 2,554 1,103 3,657 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: _ 0 0 1,716 _1,716 System 1 System 1 Load Totals: 28,665 4,121 27,599 31,720 .�s,.,� � � ��� L..`s }ChP.,Ck�fVi� � �,-+....� <c,�x+�:r , .,. ;mYa)w.p`r.,'..�� kX�.,�xr cF�"M.,r;^ . .:eta v. »5;'L �F c'��...t �;ny �a„�..n,,, r. ...:. `f..✓x ..;. t: � . Supply CFM: 1,256 CFM Per Square ft.: 0.751 Square ft. of Room Area: 1,673 Square ft. Per Ton: 560 Volume (ft) of Cond. Space: 16,730 �s >;'n .7::.s,, arr, } rw aq : r"r t ,k. "x �t:�'yJ L vkJ a k : r. �, S sfe L ads„ - .r . ,_, _.,....., _.. ,: � b �x_ :. ,a. rt ,,N t m�'r..'e. k`:u �, ,.,M°" " M '�r,,..,.k a .c�`zr = +� ss';v < .�:..4:' > '�..:K, . __min. (d Total Heating Required Including Ventilation Air:. 28,665 Btuh 28.665 MBH Total Sensible Gain: 27,599 Btuh 87 % Total Latent Gain: 4,121 Btuh 13 % Total Cooling Required Including Ventilation Air: 31,720 Btuh 2.64 ,Tons (Based On Sensible + Latent) 2.99 Tons (Based On 77% Sensible wry Capacity) tSMOteSht Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i Rhvac, Residential 8� iigh#rCommerc�al k�VAC Loads- e��Nfl �� � j � sxz� � � � � y L3 � ; ���`, � ,Elite Software Development,' Inc System 2 Copy of Main Floor Summary Loads Dcsen 10A-m: Glazing -French door, single pane clear glass, 24 1,202 0 989 989 metal frame no break, u-value 1.67, SHGC 0.53 7A-1: Glazing -Glass or plastic block, smooth or wide ribs 18 324 0 1,320 1,320 or flutes, no screen, no coating, u-value 0.6, SHGC 0.65 11 N: Door -Metal - Polystyrene Core 24 252 0 244 244 13A-5ocs: Wall -Block, board insulation only, R-5 board 1214 4,555 0 2,777 2,777 insulation, open core, siding finish 16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 770 739 0 1,060 1,060 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-pl: Floor -Slab on grade, No edge insulation, no 128 3,797 0 0 0 insulation below floor, any floor cover, passive, light dry soil _ Subtotals for structure: 10,869 0 6,390 6,390 People: 2 460 600 1,060 Equipment: 0 0 0 Lighting: 1000 3,410 3,410 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 80, Summer CFM: 80 _ 2,638 _ 3,662 _ 1,583 5,245 System 2 Copy of Main Floor Load Totals: 13,507 4,122 11,983 16,105 Supply CFM: 473 CFM Per Square ft.: 0.614 Square ft. of Room Area: 770 Square ft. Per Ton: 516 Volume (ft) of Cond. Space: 7,700 {r-n;.. srs.µ`�°•d-`: 4"r'�az...t .�. :��v,. r,,.: i -.per• yr,4nyr'ad;`fs.x e¢4 s�t�, 'xt.;5 3n. 9rnr.'°Lq S stem�LociS p§ a;fi 4Y add id :°t xi }n .'.@.s.� .w.+,.ti.. Total Heating Required Including Ventilation Air: 13,507 Btuh 13.507 MBH Total Sensible Gain: 11,983 Btuh 74 % Total Latent Gain: 4,122 Btuh 26 % Total Cooling Required Including Ventilation Air: 16,105 Btuh 1.34 Tons (Based On Sensible + Latent) 1.49 Tons (Based On 77% Sensible Capacity) AA!! ++ '�,� F.. �.,:yy '.�`�, c :..•�. �v �, r;Xar �, 3Km,�a� k`�` ::.M,� z"�3�.'�..0 '�zY :;';"w� -�, }..e'��m_-.y Y^aa#� Et; , ,£f`, ..kk;� rws. s�...£ '� �t�:;�''�skf ��vk"i .�'"9�r4b fi^ .'704L�,$�x.�4�ar* ..`a-i�+�^F:''<�",w-`.{��w'�c,2��a`�..-',fwx,*.t3:f ::fi�sr �ti:.:.�'et,':3,'�".e'�i�u.,�r�=� �..� �r�5`�ia,'.��,1{.:� �'� �_�e:€ ,rat 4:� ?.`eN �a....�> a �.}.�"s,..,H. ,hr ��.i�-•f�6. aai' . 5;1.�fi. �M. .rr.::_.:-;.�:w,•a r. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Rhvac Residential & Light Gommerc�al HVAC L'oadsY z , , r An , {;` s,' $�w l Elite Software Development; Inc" dx S ws r s+fi r c..'�' ;."" Y' 's,, 7— fj Lowman MetalShop � �,`` tr �� � �r�'Residential:. Eaton,=OH45320. System J Room Load Summary I. i. ip G..,., '�,n.::4Yf .a, Sfi..: cs :}.'`}53':v „gv53x, .,tx y_k , Sr Yc �m� 1�N', ,V �,b� `i i?S ,t{ ir':'u s:• t r iUi3 t i i. :.•F F,�`- a"I.. a i'F-'t ,.;:r �"`s �.7-tk., i, +i��.�e `7'_. :i „_ f+`.k;.r�.�Y�. .i""-� "'o?... .:;� t"5x.T+S,t:.;� �c S6�c� ru1'<�''+7 F :+i:.1�gGt^r,ltrrl k � N n.� w+fi4'..�G. rtry,..�� 7 „ .33 �:�`'YgK�`.'�'u y,P .:..a. !.: pA� �� ..: s'#✓ _y a tiF :. *� uh i t... it 1. � a � � ;�a hr. -�`y. � ua ft3i�v��:.ak}.¢ .i�7..:.-Y>'n. � r 5; �'.. ��r.... �s i�,� � ,r; ,�' �.r �; ?d• {L" , a2.s,�sn �a �. �r�v�X.a�• c��:yd�4c�Y` ,s},s :"�'1 �z.�y'�;` kr`c � R k "` ,,rY# �;t,..1�} , Tut' � _�. ---Zone 1--- 1 Living Room 460 5,103 66 3-6 515 6,671 797 303 303 2 Kitchen 228 250 3 1-4 566 1,085 460 49 49 3 Breakfast Nook 180 6,800 88 4-6 456 7,878 388 358 358 4 Dining Room 187 4,044 53 2-5 602 3,605 320 164 164 5 Foyer 66 2,881 37 1-7 519 3,051 152 139 139 6 Laundry 96 2,074 27 1-4 529 1,014 337 46 46 7 Bath 2 66 1,988 26 1-4 477 914 295 42 42 8 Bedroom 2 195 3,569 46 1-6 535 2,309 472 105 105 9 Bedroom 3 195 1,955 25 1-4 _ 558 1,071 253 _ 49 49 _ Duct Latent 647 System 1 total 1,673 28,665 373 _ 27,599 — 4,121 1,256 1,256 System 1 Main Trunk Size: 28x8 in. Velocity: 807 ft./min Loss per 100 ft.: 0.111 in.wg rCooli S 'stern Summa.. .>, �: �f r�• 5s< w f:; :�s�. �• fikwh ,,,. . , �ti , , ..t . t .� �. ;,..r,' . �, }r ,t�se. � „rt� f F,�RS h7`A>�.•r. , 4.._, �'1 , ,,� .. , , a . . c. 44 a fir: h t - ti4��n.n*Cooling Y, . Sensible/Eaten Sensible�fi K E� Latent 3 �, Total`. (',pay �Y` 1 ��"�Sh���'� � � �s _x'�.���r�73z.1 �,,,���nS�yk��,27R*�`s�.� �a�,Splits..�i. Si eF.:, ri!_. k ir•1; 4i,:Btuh'�ij�n�F.a7, u:°� (!, � ;�d;Btuh�.�;::r.a�,+`sa:' .S� � h,BtUh z4.iNN.n ., Net Required: 2.64 87% / 13% 27,599 4,121 31,720 Recommended: 2.99 77% / 23% 27,599 8,244 35,843 Rl�vac`, ResW—RiaIA' Light Commercial HVAC Loads ''k ,� r �� a 'Elite Software Development, Inc Lowmap Metal Shop+ System 2 Room Load Summary fi�s'lACts: � r 1. v }�✓ n� Sry �',s�jtC.,F � r��-�F3`. f 3 :c l 1q. 4�y<,-,.�`d� 5 �.'f' �3.n-.'i.:" P- -�,'� ; a'�.. r'ir : tv, k2, -,t� �„Fxr. 4nz„ ��,�1�,� � b��.Fr "�� v,,�� 5�ri7.��"� �. 2..(Y� C P h .r... �;4?ti �.Sys?: "PE, ;v. ;CFM; ---Zone 1--- 10 Master Bedroom 308 4,162 54 2-6 533 4,601 460 209 209 11 Master Bath 420 4,758 62 2-6 574 4,958 0 226 226 12 Pool Bath 42 1,949 25 1-4 438 841 0 3838 Ventilation 2,638 1,583 3,662 _ System 2 total 770 13,507 141 11,983 _4,122 _ 473 _ 473 System 2 Main Trunk Size: 13x8 in. Velocity: 655 ft./min Loss per 100 ft.: 0.099 in.wg R 1..'�.. a .�,.�,fF t#�h2^�*-�',E^,� 3, : _.,,'�x"� fy .gA, :7i h > �^:,,, '+. {"�% �iM� n. ,�+.:y ✓v4f �u fM..x �, F k Fs �:k t d3 �. h � �y; Fl r Iv +11 {'. �.uQQ��I.� its. ,$tern Summa ...�F?� > 4z�*y�' �n�a„ _t�<.c'4' ,y dk'b k t a . $ate y7 ' T d.,t 1 �,, z iT '.4,2 dohn(] Sensibly/Latent. a fP Sensible �, 5 � Lafet�t ,Fnr„Tofal; Ly,,'s,c}, ?.}}�."�5: 'T ,n S1dS,'kr� ML df� Z3�h'Auk,a ,, s••.yY �7,.� �s#r :tiati.s,_,'Yr: ts r^="y �r�' r.},rFt}. i,.';;:r�, ,.p.'i•#l. -i aSehrr; w:9,. ^*4a �.." L'"a.r N.'<.s..^3,,.$ ' . I.ltu YZ Kuhl", u�lqZ'>3 _b B'.; Net Required: 1.34 74% / 26% 11,983 4,122 16,105 Recommended: 1.49 77% / 23% 13,801 4,122 17,923 f PBS ELECTRIC, INC. 772 321 241.8 8008 LAKESIDE WAY FORT PIERCE, FL 34951 "FIL DATE: 2/21/2011 JOB: JEFF CRULL RESIDENCE SQUARE FEET 2�'19 VA LIGHTING LOAD 2450 '-' X 7350 VA , -7170 GENERAL LIGHTING AND RECPT. 15A BRANCH CIRCUITS 4.9 7350 VA SMALL APPLIANCE 20A BRANCH CIRCUITS M , 2 3000 VA LAUNDRY 20A BRANCH CIRCUIT 1 1500 VA TOTAL 11:850VA FI RST 3000VA @ 100% = 3000 V� A 3001VA TO 120,000VA @ 35.%= 30975 VA TOTAL ..009$ VA DRYER MIN. 5000 VA /DRYER 1 5000 , VA OTHER FIXED APPLIANCES MICROWAVE TRACH COMPACTOR WATER HEATER WHIRLPOOLTUB WINE REFRIDGERATOR IRRIGATION PUMP BOAT LIFT POOL PUMP COOKING APPLIANCE LOAD RANGE COOKTOF VA PER NAMEPLATE AND NEC 1500 1500 4500 1500 1500 1500 3000 1500 TOTAL VA PER NAMEPLATE AND. NEC : ' VA 1 1500 - VA : 1 „4500 VA S00 VA 1 .;1500 . VA 1 1500' ' :.; VA .' 3000 VA 1500. VA 0 VA 0 0 VA 0 = 0 VA 10596 . VA 8000 x 1 ' 800..0 VA �0 , 0 VA 0t 0' VA s: 0 -0 VA 8000 , VA I PBSELECTRIC., INC 772 3212418 8008 LAKESIDE WAY FORT PIERCE; .FL 34951 EC13004269 HEATING LOADS AMPS VOLTS AMOUNT HEAT PUMP #1 '8466, VA HEAT PUMP #2 : 4900VA AIR CONDITIONING LOADS CONDENSOR UNIT#1 CONDENSOR UNIT #2 USING LARGEST TOTAL LOAD AC OR HEATING 25% OF LARGEST MOTOR LOAD O. VA TOTAL 13200-VA AMPS VOLTS AMOUNT 7200 VA 7200 VA 49-" 't VA TOTAL AMPS VOLTS 14400 VA �14400`VA 1�BQO VA I TOTAL VOLT -AMPS. FOR SERVICE CALCULATIONS1798. VA AMPS FOR SERVICE AMPS 2 �3 t��rd • GeJ � w � SZZ - � ���� Z h 34ON il . t ELECTRICAL PANEL LEGEND PBS ELECTRIC; INC. 7723212418 EC13004269 I RE-e-PT-. 2 Recpr 3 R er- P-r 4 V. t-rc,4 e*a RecP i s Ree-p-r 6 woksom Ll EvI4 TI Iq & 8 DRYIEK -7 9 w uwn N (r lo 11HvT WATER 12 M%C.Rimw^ U IF 13 14 Tamµ cowl P. 15 wtNt zeFato& 16 WAAL TU13 17 Sf m 4-r Ll F=-r 18 (ft(Zl (,A-T)'bAJ 19 j 20 eral o &e 21 Foci. Nm P 22 T,3 A -T-W 23 cv #t 24 ou-rsioe: t2ed>r. 25 26 71 RAte (xe 27 28 J 29 30 At+u * 1 31 &ACZACrE 32 J� 33 la co 34 A A u 4k:Z 35 36 37 38 39 40 41 42 FGT Visibly Better., 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Reference: FDA 01 LM NOA 07-0629.10 To Whom It May Concern: Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above -referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 = protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Ussil_.e). Robert L. Clark, P.E. P.E. #39712 PGT Code Compliance I , 0 7 'COUNTY MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The. documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (DORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series i7D-101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005-1, titled "Aluminum French door & Sidelite-Impact", sheets .lthrough 10 of.10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005-1, titled "Aluminum French door & Sidelite-impact", sheets Ithrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02115/01, expiring on 12/11/10. 2. . Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1: Test proposal dated Jan. 18, 2007 approved by BCCO. shaq I. Chanda, P.E. Product Control Examiner . NOA No. 07-0629.10 Expiration Date:.. October 18, 2012 Approval Date: October 18, 2007 E-1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.46W) CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (A65") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. . A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: O X_X XO.OX, XXO, OXX OXO, AND OXXO. 4. ANCHORAGE: -THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04-0721,01, 03-0225.06, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR ® SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 112" GLASS BITE L 94 .402 �—® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 INT EXTERIOR BITE ® 94 EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM' - 3116" HEAT STRENGTHEND GLASS — .465 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 7MC, rrtvue ALUM. FRENCH DOOR & SIDE LITES, IMPACT P.Q. BOX lag s.rwu,at mir .e,.e w..raw nw: Nay M4 FLSW4 V,,* zie. 1x 1 * 10 1 f005-1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORI2. SECTIONS........... 5 PARTS LIST ...................... 6 EXTRUSIONS ................... 6.7 ANCHORAGE .................... 8-10 Approved as complying with the FIG rfy &riling Code Date irlrs16,7.o7 NOAN 07—OL7JJ•�U MLmi Dan,& Procfv Control DY L logo �p Fto L CfA'k, P.E PE p39712 structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X A 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS HEIGHT X WIDTH XX WIDTH 68 - 79 314" 7° - 83 31N, 1 87 3/4" 1 91 3/4° 1 80 - 95 314" 30 371/2" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66,6 -66.6 +63.1 -63.1 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 70- 83 3/4" 87 314" 91 3/4" 8° - 95 3/4" 20 251/2" 49 47 3l4" +58.6 -58.6 +55.4 -55A +52.4 -52.4 +49.8 -49.8 +47A -47A 271/2" 51 314" +54.9 -64.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 +41 A -41 A +39.3 -39.3 28 3310,64 63 3/4" +43.1 -43.1 +43.1 43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2-1 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 1 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE O WIDTH SIDE LITE 10 3/4" 12 3/4" 19" GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 361/8" 1 +35.2 I -35.2 1 +35.2 1 -35.2 1 +35.2 1 -35.2 1 +35.2 I -35.2 I +34.4 I -34.4 36 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOKOMlS, RUM P.O. 8Ox I= NOKOMIS. A. SW4 NOTES: ®1. GLASS TYPES: A. 3/8' LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8' LAMI (1l8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16' A, .090 PVB, 3/16" HS) D. 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH=109112" MAX. XXO/OXX WIDTH =107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x 85" HIGH DOUBLE DOOR WITH 36 V2" SIDE LITES DESIGN PRESSURE = +70.4 / -70A PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30' WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4' WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE=+43.11-43.1 PSF Appi"vedastm"plyiuglb" Florid° llu: img Cod, ®6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH °°" I REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE m> ni>• P'ad"� COA CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT ey L DETAIL. j r r 1v DESIGN PRESSURES BALUM. FRENCH DOOR & SIDE LITES, IMPACT R xrt L aE. ark, P. Bener - a..,� wcwm PE 2 FafOf 1X 2 e 10 11005�1 B setuni 731/2',MAX. "-- _- 36 3/4" MAX. 1091/2" MAX 36 3/4' SEE NOTE 3 36 3/4" MAX. � MAX. I I I I i , , � I 1 � 10 I I I � � T O i X O 143 3/4" MAX. 3u3/4'—�}+--AV SEE NOTE 3--�i I 36 4" 49 I I I I 41 \ / I � 951 Er f �.\ I i Ef �E O XACT. i ,./ X INACT. O "—SEE NOTE 4 SEE NOTE 4—r OHO 41 '--SEE NOTE 4 36 314" MAX. j'� 37112" 33 5/8" MAX. A A - , B DLO (TYP.) G 49 9MAX.." 49 ' 41 IG HT. 10 P. 314" MAX, 843/8" it[95 (TYP.) MAX o. X MAX. DLO I DOOR A1111--a .wk.Pting rilh tM1r �" i DLO HEIGHT = HEIGHT -11 318" DLO WIDTH'X' = DOOR WIDTH-1215116" :;.xa , 07_ o C I C ' C F F m;,,P::;a•.r.,�:,, .aM ` I DLO WIDTH 7CX' =DOOR WIDTHJ2 -11 5J16' X XACT. i X /NACT. O SIDE LITE DLO HEIGHT = HEIGHT-11318' DLOWIDTH =WIDTH-3118" A� X A XX 41 B O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP W AND 90P DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'XO', 'OX','OXO' XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5• CLEAR OPENING FOR W AND'XX' DOORS ASFOLLOWS: ('X' DOORS = WIDTH - 5.646) (70C DOOR =DOOR WIDTH/2.4.079) �B � �M � SEE NOTE 4-r OXO —713/4" MAX. 24 9/18" MAX. DLo (1•YP) P.O. BOX 152D —�.�= ALUM. FRENCH DOOR & M7KMS nMV4 VWbly Betzr rrw� are ers FD1=1 NTS 1 3 e 10 ?9 'TES, IMPACT Robed L Clatk, Pf .E. ~" PE N3M2 110014-1 B sbuctmi 3 40 EXTERIOR INTERIOR 10 1 2 60 37 60 II II IIII IIII r ja i i i I CLEAR COLORED SEALANT I tiq I I I I I II I I I ! 1 EXTERIOR INTERIOR 62 ® 63 f MAX. M I MAX. MAX. SIDE 62 DLO DOOR DLO LITE HEIGHT HEIGHT we — Approved m camplyieg with the SL VIEW G-G Florida � code CORNER ASSEMBLY "o"" 30 61 Miami Dade nodun cootmt 12 40 Lase 11 % I? 13 DOOR SECT. A -A SL SECT. B-B VERTICAL VERTICAL r f wy- o.w t lam 0E NvrwLODYiNiNE P T EXAMPLEELEVATIONS f �:f L Fx NO W&W B CHWOE 7M9 SHEET.. NOKO=, FL 34 6 "s f II Fx &ti+R7 '� srwwnoueceriaLowx�nsEcnavAraora�rr �ssevaLr Paeaxlsxs ALUM. FRENCH DOOR & SIDE LITES, IMPACT �yert ��� PF- none,: tat t7reat tat lx KMB, FL SU74 Visibly g� sr ar ec 1. � trre oervr� ne PE #U712 Fk 2aw J.J. I/D7 Feral 112K 4 a 10 11005-1 B smKmml SPACING, SAME AS MAX. SL WIDTH-►i 67 (SB AN SPACING (SEE SHEETS 7, 8 AND 9) DLO 'J SL SECT. E-E `"J HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 &2 FOR APPLICABILITY 107ECHNOU GYDRNE NOKOAB3, n30M P.O. Bqx rap NOfNMSI FL SW4 INTERIOR EXTERIOR i -MAX. SL WIDTH ----- SL SECT. F-F HORIZ. (SINGLE SIDE LITE) ALUM. FRENCH D_OOR & SIDE LITES, I1 VW* B` or 1 5 d 10� 110051 Approved a complying eit6 Ike Florida Bolding Cod Date G 1 2100 NORM Miami Dade Prod.cl Comm./ B !s4 df C�(I21/� I Robert L Q;le�k, P.E. PE #39712 sbuctual 010 21 �1010 1BO300 1WSTP.,Q-LON.190X.375HIGH 22 8608 66608M REINFORCEMENT, 1.000X2.750X0.650, 6061 T5 02 03 SMS .504-- 360 .055— 4—i I 13 OUTSWING THRESHOLD CHANNELCOVER 6063-T6 I KAW7 L (UU IbVVINU) 2.750 .650-4 .125 22 TUBE MULL I 6063-T6 1.000 10X.200 HIGH ASSY. (41707 8 41708) SMS RT(INACTIVE PANEL) ;E PLATE SMS 7)OMMoOW5 PARTS UST NoxP.a Box laFE g ALUM. FRENCH DOOR & SIDE ROKOMIA FL 3W4 mbly Berus = 6 s 10 �o 'TES, IMPACT 1100r1 B Approved as compliing nilb Ibe Florida IImdin Code Dylc NOAM D —o Mismi Dade Prodael Control Di 'Sion IIy (Y� i R L Clark. P.E. PE #30712 sumural 1.750-{ 4.626 4.000 .062 DOOR PANEL 30 TOP & BOTTOM RAIL 6063-T5 1,750- 4.726 4.100 ,062 8DOOR PANEL 31 SIDE RAIL 6063-T5 3 * 655 3.111 1 550 1.400 I li 050- 47 1 Q FILLER HEAD ADAPTER 6063-T6 r-3.00---j 1.272Lo 1.479 .050 OFRAME HEAD 6063-T6 .050 .079 1 A89 .4"j899 3.000� 11 OUTSWING THRESHOLD 6063-T6 1.750-{ 4.726 4.100 .062 4.676 DOOR PANEL 44 INTERIOR ASTRAGAL 6053-T5 � ''"1.500 I .125 _j 750 34 TRUSS CLAMP 6063-T5 �+-,558 .683Rf' 050 318' GLAZING BEAD 73 6063-T6 --3.100- - A9 60 SL HEADER 6063-T6 .075 �+-1.750 4.726 062 4.675 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 I�-.525 050 .683 T'Lf' SL SILL 6063-T6 72 7/16' GLAZING BEAD 6063-TS 5.212 20 DOORFRAME, JAMB 6063-T6 1.578 -� .890 050 t-T 62 SLJAMB 6063-T6 .830 2.980 .050 SLJAMB (j6 ADAPTER 6063-T6 AK)KCM L%FL3427S DOOR & SIDE I . - ■ "" P.a BQX 109 ALUM. FRENCH jo ft IMPACT eaxoturs FL3l271 Visibly Bever D`� a a 10 110051 TB .050- 0 250-+{ I�- 37 WEATHER STRIP CHANNEL 6063-T5 0.375 2.Lt. 125 32 HINGE 6063-T5 Appmed ■s complying with the Florida Btuding Cud. Dal. 1i�D% NOAM n7�GG 7 Miami Dade Product oettol Di. pbp By1yJ r u etc. C �7 L Clark, P.E. PE 9=12 Sbvutural HEAD I ZONE"C"--l� , Q � C z x z N N m � HEAD HEAD HEAD HEAD ZONE" I ZONE D D"—i t---ZO E E" I �—ZO E"D"--�ZO E E"� z z z XX N N N m ca m , Li w XO OR OX o 0 o N N N m m m SILL ZONE C"� ZONE"D"�ZONIELD"- �ZONE BILLE. �ZONE"D"SILL �ZONE"E"� SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 SEE TABLE E. SHT. 9 SEE TABLE 6.. SHT. 9 HEAD HEAD HEAD t Z ONEt—ZONE'F"--t—Z ENEj , OXO SILL SILL �ZONEZOIL —F ZONE4 "E" SEE TABLE 7., SHT. 9 "E" �ZHEAD HEAD ONE"D"�ZONE"F"�ZOHEAD EI t—Z NEZO E'F"�ZO EDF"�?�I w N(XXO ' OR OXX w N m > m SILL �_ SILL SILL ZONE D" ZONE "F" "E" SEE TABLE 7., SHT. 9 EXAMPLE NCHORAGE SOLUTIO FOR A CONCRETE OXXO INSTALLATION A.19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. w N MID w m N m SILL rZONE--ZSILL -4- SILLONE"p ZONE"F"�ZOE� aE" SEE TABLE 7., SHT. 9 NOTES: 71 3/4'W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4' ELCO S84 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE); SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4' MAX. FROM CORNERSAND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. hKOBG FL 9127E P.O. I■ . IMF ALUM. FRENCH DOOR & SIDE LITES, IMPACT NOKtM AFLUM 1mi*,9erar Fagot NTS 8 10 0 110051 Appmv J ar comp+;'"Y 1104 «4c Florida Buhl%C r Data as NOAtl—A2—_ - �elM Miami Dade Praluet Z`oulml �;. °Gu I • � 44N4� lko I L. awk. P.E PE #39712 shcwral c Fa o 0 0 0 0 pX W �a W p p Q `m' x v r m R N k m v m (tDn •.mi w m+ •mi i°.i m :i :� :� :� (`Dn Li m N v v y ctOi� m m v � Z. :i L m ,.mi w m :� :� V r :� g(On w m V :� +l v V •.wi m m m N W v v V V V m m m :� V .� V Z2 m m m m m v m m m m m V m m m m m m m m m m m m m m m a m m m o o tyr IX rL V m m -i maVS. m V m rn m-4 m m m m m m Mm m 0mm m X-- JHAEMABD/"SAILL' Wo W0 w0 W W WowoW N N X- HEAD/SIC "•P O m aD 0D m m mompm o m m m m m m m m -4 -4 V -4 V -4 -4 VX USE WITABLE 7. y � bo � p m JAMB A' mm W W W W W W W W W W W W N N N N N N N N N N N N N N N N NNNHEADISILL"C' llxx 8z m m m m a m m m m m ammwmm m m w m m m w w m a w ww wwEAD/SILL' E W !TABLE 7. A � IH (Vn N (Vn N (Vn (VJi v �Qj ND� C W a r' �91 x m(�mm V x (o;m V x m Vmmm i°a m x V m V .D (o x mm Vmm m V i'u ro x mV m V 0, m x x m m to V x x :4 � W �l Q r D T IXm m m m m m m m m m m m m (n m m m (n m V V �I V m m m m m- V V V �I V m m m m V V V V V m m m m m •� XX JAMB V �! m m "A" W m W O I -t m m m V V m rn m V m m m m m m m m m a m m m m a m m m m m m m m A - sA 6� rn m m m m m m m m m m m m m m m 1-1-1- m A A A A A A A A A A a A A A W XX - H..SILL'D"(USE ALSO W/ TABLE 6. r O +oomsomaammmommmmmmm m m m V 1-1-1- +V ��+-�V V-�m XX - HEADISILL'P USE W I TABLE 7. g OO O a 0 O ,'p m X y # A A A A? A A A A A A A A A# A A A A A A A A A A A A A A A A A A XX -JAMB "A' NN Z n O WwWWwLSO JA XX - HEADISILL"D"(USE WI TABLE 6. y IJ O Qp {OXX W m m m m m m m m m m m m m w m m m w w m m'A w w m w w w w w w w w - HEADISILL'F' BE!TABLE 7. zXrn �i j7j WW S N O a px s gig iO D W W CV11 fV7f (VJ. O I� 'n y r b x �Umy���`�� x x m�m���� x x m�mv�m10 'v L x :� V .I x mh V V L V :� x�� oy V V � m m o � L4 V � ti m m m m :� V m m m m V m m m mmm mmm V V m m m m m m m m m m m N w IO A� P^ V V V m m V V V m m m m m m m m m A A A A A A A A A b A a A A A A A a O-JAMB"B° !+ (p r O D m W W W w w w W (a w W N N N N N N N N N N N N N pa N N N N pa -+ -° +++ O- HEADISILL"E" Fj o m r A A A A A A A A A A A A b A A# A A A A A A A A A A A A A A A A A A A O-JAMB°B' zM nD , m C. W W W w W W W W W w N N N N N N N N N N N N N N N N N N N N+ O- HEADISILL "E" D V mp N Q m V co S D (~DI x w x (VJ1 x (O m m V m f+0 m (Vn x m V O x �D (O m m V N x (O (D m m V (VDf x m (+D m m V (A x p X W N .il F co Wy � V IF m (O (� m m V m V ,W t0 (O f0 m m V (n V W (D :V:V �+'v:i (O m V W ,m m ;V �:Vti �:V V:+L:V:V:V:V'v:i:+:i:i:i w t0 (n V W 10 (n V W (D (n V W t0 V v:V'v V V m mm � K K �mw OI :( � V �:V m m m m V V m m m m m m m m m m m m m m m m m m m o o IX 0 V v V m m V V V m m m m m m m m m A a a# A A A A A A A## a a A A A O-JAMB'B' . C m m m A A m m m A AW-w WW w WWNNNN NN - HEADISILL "E" Tj0 3 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH X - HEAO/SILL'D' "A° s g g y Ix X X -JAMB m A b A A A A A A A A A A A A A A A A A A A# A A A A b A A A A A A A A A O-JAMB"B" O a� a W W w w W W W W W W W W N N N N N N N N N N N N N N N N N N N N N N N O- HEADISILL'E" "D' y N 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH X-HEAD/SILL •A" X -JAMB D V m r p Cf] v x m 10 m m V x m m m Co -4m x m m V x m Co Co x m m m m x m m m V m; SS,� -4� N ay� m� w. l V- ti ,1V-1 ' -4 CA VmV .! mV m�I O- JAMB "B' O X O w w w w w w w w w w N N N N N N N N N N 0-HEAD/SILL"E' r X X gUSE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH x,XX " HEADISILL •P g o m 0 l� A A A A A A A A A A A A A A A I.P. A. A A A# A A A A A A A a A >. A. A O-JAMB'B" n O y w W w W w w w w w w w W N N N N N N N N N N N N N N N N N N N N N. pal" O- HEADISILL'E" 10 7f ca USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH JXXX - HEADISILL"P e z. ra mxmxDOm o>GDA N a' ' �L"maa �o A lA O� m p < ff'�" rG3 Zm�mm AO O Y znaZD m z.yA v A fn 3: 0 Enn m0�Dp 2 p C� O 0 O p a r m a 2X WOOD BUCK, NOTE 2 1318" MIN. 3.4 KSI MIN. CONC. — 1XWOOD BUCKNOTE2 1w MAX SHIM WOOD ANCHOR EXT' TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8' 1/4-MAX. SHIM::l MIN. EXT. 2X WOOD 3.4 KSI MIN. CONIC. 1— 1 3/4' 13/4' MIN. E.D. BUCK, NOTE 2 IX WOOD BUCK NOTE 2 13/8'TY PE I I 314"TYPE 2 1 318"MIN. 1/4"MAX. SHIM EXT. WOOD ANCHOR TYPE 2 OR 3, NOTE 1 —1/4"MAX. SHIM CONC. ANCHOR, NOTE I rP- HEAD -(CONC) 1 1/4' TYPE I OR 2 (CMU) 1318' TYPE 1 (CONC) 13/4' TYPE 2 (CONC) 13W N. E.D. 1.6 KSI MIN. CMU OR CENTERS, "WOOD A KSI MIN. CONC. TYPE ANCHOR, .13/4 TYPE �!*"l 314' MI 2 OR 3, N. E.D. NOTE 1 20R3, . A . I WNOTE I 2X WOOD EXT. 1xWOOD BUCK, 2X t ti.5 KSI MIN. CMU OR BUCK, N IXWOODBUCK,l BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONIC. B NOTE 2 OTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 0 C. ANCHOR, OR NOTEI OTEI -WOOD ANCHOR, TYPE 2 OR 3 NOTE I CONC. ANCHOR, NOTE 1 1XWOOD r-IIN EXCr. BUCK, NOTE 2 EXT_ EX7r. I J_NOTE3 114"MAX /-114'MAX 1/4"MAX MA) SHIM SHIM u T7 SHIM if 13/8' TYPE 13/8" MIN 131. J I 314"TYPE 2 318"TYPE L 3.4 KSI MIN '�.4:.'-!:'1314"TYPE 314" 3.4 KSI 7C CONC. L2X WOOD BUCK NOTE 2 E.D. MIN. CON 2X WOOD BUCK, NOTE 2 1314" JI DOOR SILL (WOOD) DOOR SILL (CONC) SIDE,LITE SILL (WOOD) SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114"TAPCONS EMBEDDED 1318' MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED I 314"MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4- SS4 CRETE-FLEX ANCHORS EMBEDDED 1 31w MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 112"THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DOOR HEAD 114" MAX SHIM 1 314" 1 WIV MIN E.D. MIN E.D. I 3/8"TYPE I 1 3f4"TYPE 2 CONC. ____7 1/4"MAX SHIM C CONC. 0 ANCHOR, . 'T NOTE I I 1/4"TYPE I OR 2 (CMU) AC) 13/8-TYPE 1(CONC) 1 3/4" TYPE 2 (CONC) _T 1/4"MAX. SHIM- 3/4' MIN. E.D. I SI 1/4'MAX. SHIM 3/8' MIN. CONC. ANCHOR, NOTE 1 7ufu I�M`r __ IYOXGUIA FL 34275 trio SPM TYM 2 & 3 ON WOOD ALUM. FRENCH DOOR & SIDE LITES, I P.O. WX isw m WM69, FL 30=4 VZrib& Bemr J�NrS I-10 - 10 "'" 11005-1 AppmW 25 wvpi -:�'g 11 illi Ot florin" Waing Cd. DAM Qe_'r/r1Z"Z NOAN _;7 —dp6zp. ra ML.mi Didt Ffodud Control Di' RobeR 7Y. L. Clark. P.E. PE #39712 shrtural I PROPERTY OWNERS A SOCIATIONy INC. . 134 QUEENS�R/OAD • _HUTCHINSON ISLAND, FLORIDA 34949-8348 APPLICATION FOR PERMIT TO CONSTRUCT : / {/ .L �'t1 9e)m = !/ NS iu / Dr✓ : . 'C:..�r� /I-LuhAermitted Item Owners Name Jeff Je (_['/` �j Date .Address '_eq iA LOgp- o Ciry =- Property Location: Lot (/ StateZip . l"hune__ ! 7Zs3 %0" 7 -7 f9' Black _"LWiY .-1Lechirect UrOCYPhone — ontractor --- _._ _-- - - - - Licaisc ir-.. � ,_ _. „ - - -Phone _ - -- - - (This Is A Required Item) :address l'etnt l[_c: Fee -Documents- a aired - - ..Hame Construction 51300.00 . _.(Includes--pot)i-fences.-landscapine.•etc:)-_ - _ ___ y_ -Bulkheads. Doc Rs tioisis S Pilinax MC - �3,4,S.6 4'69t-Constructor. Additions/ Imoro.ament.; NAC i#"I S3(pool.onh) Tlnclude . fences; dniewnys. ponls. roofs. e'.c, ..New or repair) Oueens Cove Documents S 15.00 DOCUFRIENT LIST9. MM Plot plan showing iocation."size, setbacks. S elevation. tFor roof repair, speciii6tioris oniv). -. Complete set of plans and speciFieations, including goal and enclosur fencing, landscaping and drainage for surfrce water, swales, etc.. "• 3_ Survev. i Dock or bulkhead diawings. An -as built', survey or final plot plan, AFTER construction. - 6. A11 required governmental permits (Coutily,:DEP, S A ` Y Corps ' f Engineers= if pi NOTE. a_ S100.00 is refunded upon submission ofdocumeni 3. I+_ AS :41.U6 crc rJir is clue furJirw yaler lroufiup from & LUM' L''anntr LIiIMIM r Property owners will be'heid responsible for any damage to the common propei-ties of Queens Cove as a result of the above construction (whether caused by' the owner, con tractar or sub-contractar)_ d. Owners and contractors will also be responsible for ensuring all suppliers and worlters comply witl, our speed limit {2a mph) and refrain from ]i3tering..D-rs:egard of these regwresnents could tiesult in the con#ractoi or person(s) being barred from Queens Cove_ e_ All new construction sail conform to tae requ!r"ed quality o7`wailtmanship and materials and be in "harmony withthe external design of esistin- s�ctures. z: New construction will not be permitted or si�nitaiteously-construct d bulkheadinfl. CrPN13RACTORS ARE PEIRiVdi'd'TED O;-f THE PREMj§iES:M0NbAY; : SATt11233A11; B1r7'WUM THE HOURS 00'7:30 'AM AN7D . ONLY: CALL GATE C'Q.MMj.WEE !'Olt C.ONI R' C i PR iWCM5 CODES: U'd Npt.Gl-E OLIT'YOU: -OW_ . .. _]yilpi'iir�A:TrCC!l•nr TrrRE . t /� hd'rvvice. - (Authorized POA Si a l -. - .. "•" ... r :. DATE:..:. :. , j .(/ • . ell :Elf it6 9:;,. l /04:'= .Obsalete' Pretniites: Eciilaoas , ./<. tp- 0 7 - �n 0 QUEENS COVE ARCEMCTURAL CONTROL COlVIlM TEE Check -Off Sheet For New Constructions or Remodeling September 2006 Name +�� �� r-F One, � � Address: P � VC � �ths � D _Date:- p L 31-I0 - - - Standards are from the Amended and P,stateA Declaration of Restrictinns, Reseru'ons Easements and C mmynts for C"ovP Section 7, pages 9 through 18. ------------- - ------------- ------ ---- - -- — --- - -- ,�,*'Sets of Drawings (Para 7.3 AND 7.6) Yes No ✓ - - - - $1;300 Review Fee (]Para 7.-6) (If Applicable) - - - - - -Yes - - - - ---_ - -No - _-�-: --- - _. -- - -- - Required Permits: St. Lucie County Yes- - No Health Department Yes No Queens Cove Yes NoTj (NOTE: For bulkheads, docks, boatliiis, please consult with Environmental Committee) K Any variance requested? (Para 7.12) e footage (Para 7.14.A): area, under air): I A J4 story minimum 1,80pq. Yes —e Iry 7—= 'Yv3Y•5Y/ G&0- ory minimum 1,500 sq. ft. first floor Roof Construction (Para 7.14.B): Architectural (300 lbs.) Dimensional Shingle Clay or Cement tileMetal Gig Wood Shako Shingles / Color Ytfu D SSf/ F Setbacks (Para 7.14.C): Front: 25 Feet; without variance dl�' Side: 10 Feet from closest of structure of pool which is the outer edge of the curbing or outer wall of pool, pool, pool enclosure, building (Does not include eves, steps, sidewalks, driveways, etc.) Rear: 15 Feet from lot line, without variance 11- r •` Quality of Building Materials (Para 7.14.D): All dwelling structures shall be constructed with quality workmanship and materials. Garages (Para- 7.14.E): - - - Cannot .be larger than suitable for three cars -A Ohs There -cannot be either detached buildings or carports; attached means a common wall; common roof line, etc. 6y - -Fences-(Para--714:F+'): -- - Six feet or less m height Yes No Not closer to the street than front of building - Yes No Material: C �S - Cvld,r Wood{� f✓Il�j w �r�°� Colors: Earth Tones "te Vmyl, iron, chain -link, and aluminum av44 S ---- -- - Colors:-- - -White Black - - G ,� )''� a1 �d- -- �) ' " - Aluminum Green Driveways (Para 7.14.G): Gvhf ,(,yir/t — we, J' Ac1 Description - must fit in with community standard RA_ C4A �r r� f4sn5 Wro,11 Exterior Colors (Para 7.14.H): Both walls and roof — must fi withcommunity standards. Walls. I in , Trim 51'anL Roof Screen Enclosures (Para 7.14.1): Describe -color' location size — must fit ' th community standards. hkoSc .LAr%jAT a r4r� crJ' vw.t Fools, Spas(Para7.14.J): In -ground pool only: A 17 S Jf d k A Yes No�_ SpaAdddies pool (above ground acceptable) Yes /"/INO eV O✓�Ua "n . p-1 Landscaping (Para 7.14.K): The Architectural Control Committee (ACC) will review the landscaping plan. AJo Sod is required. -Acceptable - Yeses_ - No-- - -If no, describe concerns: - - Playground Equipment (Para 7.14.L):- Location Acceptable Location House Lighting (Non- oliday) (Para 7.14. Discription ktj'Q(A i WpC&mnv Acceptable Yes_LG No Bulkhead (Para 7.14.T): All lots must have a solid bulkhead Yes No Wet Lots. Ins of a "wet" lot requires County, DEP/ACOE, and Army Corps_ of Enginee permi s. Provided? Yes�/�- I Fill and Elevation (Para 7.14.U):�. Proposed lot elevation: /& s Miscellaneous: Outside stairway to second floor (not allowed) Storm water impact — how handled DR Ao-1.4 kr The ACC encourages all applicants to read and share with your architect and contractor the documents relating to this process and learn your rights and responsibilities. Igo not hesitate to contact the ACC for assistance. - Queens Cove Property Owners Association, Inc. RULES AND REGULATIONS REGARDING MOTORIZED CARTS AND SCOOTERS Pursuant to the authority granted to the Board of Directors 'in Article III, Section 3.3 of the Articles of. -Incorporation, the. Association adopts the following rules and regulations regarding the use of Motorized Carts and Scooters within the Queens Cove Community. MOTORIZED -CARTS -AND -SCOOTERS:-A-motorized-cart or -scooter; defined -as any -electric= �or-gas- - not I limited to golf cartshutety orfarmvehicles, the Florida Deparfinent of Motor Vehicles, 'including. but P ATVs and scooters, may be kept and operated on the -private-roads-within the --Queens Cove Community only under-thi)-following conditions:-----__- 1. Standards for Motorized Carts or Scooters: Designated Areas -of Operation. All motorized carts and scooters, operated within the Community must be equipped with efficient brakes, reliable steering apparatus, safe tires, and reflectors on both the front and rear. Motorized carts and scooters may be operated only on an Owner's own Lot,-fhe roads within the Community, or on _ another Owner's Lot with the Lot Owner's consent..Motorized' carts and'scootersimusy.ield to pedestrians, bicyclists, and any other non -motorized _vehicles or devices. Motorized cart or scooter .operators must observe and obey all road signs within the Community, including but not limited to speed limit.signs and stop signs. 2. Hours of Operation; Operation after Sunset. Motorized carts and scooters may be operated only during the hours .between sunrise and sunset, unless the motorized cart or. scooter is equipped with.'headlights and tail lights. 3. Age Restrictions. A motorized cart or scooter may not be operated on any of -the roads within the Community by any person under the age of 14. 4. Liability for Operation: The owner of a motorized cart or scooter operated within the Community is wholly responsible for the safe operation of the vehicle, whether by himself or herself or ' by the owner's .family, guests, or invitees. Furthermore, the owner will be fully responsible for any claims for damage, injury or death resulting from the operation of a motorized cart or scooter and the Association will not be responsible .for the negligence or willful misconduct of the Owner and/or operator of the motorized cart or scooter within the Community. 5. Operating Motorized Carts or Scooters While Intoxicated. No person under the influence of alcohol, or. of over-the-counter, prescription and/or illegal drugs that impairs a person's ability to operate a motor vehicle may operate a motorized cart or scooter in the Community during such period of impairment. 6. Remedies. The Association may seek any and all remedies available in the Governing Documents, including but not limited to fines and legal actions for damages or injunctive relief, against any' -Owner and/or operator .of a motorized cart or scooter within the Community in violation of these rules and regulations. Unanimously adopted by the Board of Directors on June 28, 2010, following- a 45-day notice to the membership. b 30 T ebea 0Y3 T00'9-3b9 pegssodsooul (peen eq you Kum goiga euoigipe enoznesd segeToegp) 60/SO 'STOb Ha 0 T 0 Z' E T' 0 T : 3zYa (A3i0edS) 2e1T40 I ] eutssa 4uemdtnb3/sooT3 I ] asnog OY3 9-ZV9 seg uq0 T eTquz �3�exv emoospeg guemgGM18483 ON uBi.sea megeAS Tsuoi4n4i4eul/Tsiosemmo0 buTPTTns 30 'oN 3o edXj 4Tun ZYI02i3FIII00 I ] 'IFlIZN3aIszu EX ] NOIZYMoaNi 9NIa'lIns q;aq aqq uo uT PH suaanO T8 PH suaana oquo gg5ia uanqa6a o o PH T 2i u qubTq uanq VT`d US oquo ggbza uanq IS ggLT/S 9S9- aS oquo *4-;aT'uanq PATE aanza uazPul oquo ggBTU uanq IS PaES oquo gJaT uanq T Sfl 04uo gg6TH uany :X.Iuzdoxd oz sxolzo32ua qJ ' aoaazd la Pu sueano T 8 : ss32iaa%r ]LL2Imda z3 Z MR3s Oz 30NYzsia / x ] dsa ' S900' TB£ Hail sY Z7a, viIYAY uzmzs sI adJ000Z<I ] ad9000Z=>v DI7EMd 31YAIUd I ] :1C'lddnS HRIVA SIUDY TE' :3zis xa;,dadodd Io/ x]: X117MAl063 CIO AI/I :9NINoz O O O O Z Z O O Z 0 9 E Z t T : 0 al xluzao-dd 2I / :a3zzeza anon suaano : NOislAIasns S Z :moos Z Z : z0'l NoizYMoaxl AlluMoud . sNOISIAOUd 2i3HZY3aNY t) 1RtoznzYZS .30 NoiivusalsNoo JNIzsanNm 8I (xx/aa/m) a3zzfrla vo az.Lvn0 sYM z0'l 3Hz 31Ya 3Hz 30 NoIZYZN3mooa 3aIAoua Oz JCZI7IHISNodS33 S,zNYOIZddY 3Hz SI zI 's3znzYzs YQI2iOU 'Z99'68P -do (m) (E)S0T'68P Oz zNYAsuad a3sN30I7 NOS'dZd Y X8 aZlon2izsxo0 38 zsnw sm3zs xs . ' IN30Y a3zlV0HznY s ,.IIM1TddY Ho ztmI'lddy xs a3z3zawo0 3s Oz 87v6ZE 'I3 '9a9wsTTa3 66 Xo$ p.d :ssnaav Jxi7ivK OOZE' TLS' ZLL :3NOHMSIL sa0tnaaS aogxoag 33 oTgdaS sinPQ uazag :zN3JY TTnaD euPza 73 Aaajjae :zNKOIzadY I ] Asssodmey [ ] guemuopuvgy [ ] s-rsdeg [ ] enFgsnoutil [ ] XUBI buipToH I l megsAS buTgerx3 I ] megeAS weN [X ] : () zal3o3x O O :aIYd 33a 07 :alYa 3zYa zIKdzd . : �toa xolzYolzaaY szmza HozsonxssHoo xoi Hoisvo=zaciv Nzlsas 1 '` rmsoasza mw ammvzus sav ms szzsxo h zxoz a .90 z1vils 4- ;0 STATE .F FLORIDA DEPARTMENT OF HEALTH : + ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: �! �r , / AGENT: 9 / �i .� jA C �p,�J Ie i_ PERMIT LOT: BLOCK: SUBDIVISION: 1�=f~<zz CD�t1r1t'!_ PROPERTY ID OCO[Section/Township/Range/Parcel No. or Tax ID Number' TO BE'COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUSS PROVIDE REGISTRATION NUMBER AND SIGN'AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: '''YES 4__q_NO NET USABLE AREA AVAILABLE C�3 Z ACRE; TOTAL ESTIMATED SEWAGE FLOW: �5,00 GALLONS PER DAYS`'` RESIDENCES -TABLE- OTHER -HER -TABLE -a] AUTHORIZED SEWAGE FLOW: �'i O O GALLONS PER DAY [i aGP=D/ACRE:-•O a500 GPD/AC UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SQF3 BENCHMARK/REFERENCE POINT LOCATION: p� i _ - or- I0.oA > k, GSWT=-'fZ_ cli­ i,.D-r ELEVATION OF PROPOSED SYSTEM SITECIS.1 CHE T] [ABG;M(BELOW) BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: C> FT DITCHES/SWALES: ,;l� FT NORMALLY WET? [ ] YES �, No WELLS: PUBLIC: � FTC- LIMITED USE: �A FT PRIVATE: iSA- FT NON -POTABLE: FT BUILDING FOUNDATIONS: �y FT PROPERTY LINES:`' FT POTABLE WATER LINES: ' c FT _SITE SUBJECT TO FREQUgNT FLOODING: [ ] YES [,a4 NO 10 YEAR FLOODING? [ ] YES K NO ,10 YEAR FLOOD ELEVATION FOR SITE: FT MSLT SITE ELEVATION: ,7-4�. FT MIL/NGVD SOIL PROFILE INFORMATION SITE 1 Munsell #/Color Texture Depth t. •�a ��� w����.,/ LA to to,.f' r to; to USDA SOIL SERIES: SOIL: PROFILE INFORMATION SITE Z M_unsell it/Color Texture Depth i .to %71 n4nY7ftuS-M .1 fT)T7 7z to 7 6 �ttrl_ �yl! /G\)d Ito (? 7 ! t> F to to to USDA SOIL SERIES: -OBSERVED WATER, �/{ INCHES [ABOVE./ BELOW EXISTING GRADE. TYPE: r� IGH�ED APPARENT `ESTIMATED�WET SEASON WATER'TABLE ELEVATION: Z INCHES [,ABOVE BELO J EXISTING G AIDE. HIGH WATER TABLE VEGETATION: [ ] YES sue], NO MOTTLING: r, 41,f YES [ ] NO DEPTH: ?-,o INCHES SOIL TEXTURE/LOADING RATE FOR. SYSTEM SIZING: 01 All DRAINFIELD CONFIGURATION: [] TRENCH [ ] BED [ ].OTHER REMARKS//♦ADDITIONAL CRITERIA: !A j; tie!' " IN DEPTH OF EXCAVATION: CI .(SPECIFY) INCHES 77 S- t ` �- r�' �f / TE >E�VALUATE )1B „ -�,__ �b i/��%° a �� -tip DATE: 111 f DH 4015, 10/96 (Replaces HRS-H Form 4015 (Page 3 which may be used P I o � Y I ;a` �, /'.— L 7� Page 3 of 3 STATE OF FLORIDA APPLICATION # AP984451 DEPARTMENT OF HEALTH PERMIT # 56-SF-1287578 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE831363 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Jeffrey & Diana Crull CONTRACTOR / AGENT: Brain Davis Septic and Backhoe Services LOT: 22 BLOCK: 25 SUBDIVISION: Queens Cove ID#:142360200220000 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.00 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 775.02 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 836.00 SQFT UNOBSTRUCTED AREA REQUIRED: 704.00 - SQFT BENCHMARK/REFERENCE POINT LOCATION ELEVATION OF PROPOSED SYSTEM SITE "X" C/L 10.00 CENTER OF PROP / FT ] [ ABOVE /IBELOWI] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 64 FT DITCHES/SWALES: 20 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON -POTABLE: 76 FT BUILDING FOUNDATIONS: 2 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: 27 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD GATT. PRnVTT.E TNVnRMATTAN RTTF. 1 SOTL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Arents, organic substratum Munsell #/Color Texture Depth 10YR 4/1 VF Sand 0 To 6 1 OYR 6/1 Sand 6 To 36 1 OYR 4/3 Sandy Loam 36 To 48 1 OYR 3/6 Sandy Clay 48 To 60 1 OYR 4/4 Sandy Clay 60 To 72 USDA SOIL SERIES:Arents, organic substratum Munsell #/Color Texture Depth 10YR 5/1 VF Sand 0 TO 10 1 OYR 6/1 Sand 10 To 36 1 OYR 4/3 Sandy Loam 36 To 52 1 OYR 5/3 Sandy Loam 52 To 60 10YR 6/1 Sandy Loam 60 To 72 OBSERVED WATER TABLE: 40.00 INCHES [ ABOVE / BELOW ]' EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 24 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 24.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [X ] TRENCH [ 7 REMARKS/ADDITIONAL CRITERIA ENGINEER'S SHWT AS IT IS MORE RESTRICTIVE SITE EVALUATED BY: Fine Sand/0.80 DEPTH OF EXCAVATION: 42 INCHES ] BED [ ] OTHER (SPECIFY) Duncan, J6es ' re: Envirdliimental Specialist II) (St. Lucie County Environmental He DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP984451 EID1287578 DATE: 12/08/2010 Page 3 of 4 v 1.0.2 PERFECT Perfect Engineering DNSMe SaWAGC SOLUTIONS Russ Wearer Engineer Phene:561-WA-0419 NGINEERING Faz:56r ;y8-:{BCo psf¢talga^-6allsouthnet ' ONSITE SEWAGE 107sear..rat.easor�a R.gar Palm 6aa FL SOLUTIONS Nov.1, 2010 St. Lucie Beach County Health Department 515o N.W. Milner Drive t 1Y Port St. Lucie, FL 34983 mILOR CO3F RE: Crud Residence, 81 Queens Road, Ft. Pierce, FL Gentlemen, It is the owner's intent to install a performance based treatment system on this property to handle the wastewater from his residence. Enclosed is the engineering design for this property. The. system consists of an Aqua Aire AA800 aerobic treatment unit, a 75o gallon pre-treatment (trash) tank, a 45o Gallon Pump Tank, and corresponding drip irrigation effluent disposal system. The system is designed to treat a Soo GPD sewage flow. The Aqua Aire system produces less than io mg/L for CBOD5, TSS, and TP and less than 20 mg/L for TN. Fecal coliform is less than 200 colonies per too ml during normal operation. These values qualify the system for Advanced Secondary Treatment Standards allowing a 5o ft. setback to surface water and a 25 % reduction in drainfield size. If you should have any questions, please call me at 561-324-0419. We appreciate your cooperation and assistance on the project. Sincerely, Russ Weaver Project Engineer Michael J. Thew, P.E. 1 O7 SEMINOLE LAKES DRIVE, ROYAL PALM BEACH, FL 3341 1, / 561 -324-041 9 SEPTIC � SURVEY AND SITE PLAN for 75 Feet CRULL RESIDENCE to Wdew 4., 81 QUEENS ROAD ■■�I t l T Ft. Pierce, FL System Design Criteria PT Prti ; 5S0 Feet r Residence Is c 500 GPD I to Water Reg. 11 Drip System to be placed In Trench System 500 GPD / 0.806121) per sq ft = 625 sq ft of drainfield — • I Reef 25% reduction for advanced secondary treatment taken s 469 sq ft of drip Irrigation 0 8 lines 30 feet long with emitters every foot and lines 25" apart I Headw ift O I 4 loops X 60 emitters/loop X 2 sq ft per emitter 480 sq ft I I i 0A� I I rt� II I 20 Ft 1— I rt00 �� a I Contingengy Plan . i......................... 7 Ft ' 1. M high water level, the syatam will alert alarm, The owner must Contact the.maintenance entity with 24 hours. 2. Maintenance entity personnel will Inspect the system and make nacessary repairs within 36 hours as per 64E-6.01.2(4)(b) PROPp�p _ A i 3. Owner shall pump the to as required to keep trash out of the aeration DRIVE p C t chamber. YYYf�� $ M �y�, �V Operation and Maintenance fit. die 00�� y 0 "iDa gj�vl openrtlon and maintenance manuals are provided to the Installer and O ��°y`},i? i� tr�0 maintenance entity at the time of Installation. . 10rt� plans® 0 l�� C0�ti�b��r o I Alt d RII.,P.r�v ' J Installation t PROPI05k'D�� deg0 Installation Instructions will be provided by Arlan Davis s.ptle on site to Insure C V� r proper construction and Inatalletlon. r Models AA500,500,7509 800,1000,120% 15001n One Pboa ®�t0: Tank with tad t 1 IF, A~ Pump Curve for Aqua Aire AA800 �`T'z' �.Itlrt.T:.rf•], ..a�Ei�i,1"'1t'r_�171���[��1 •u.en ..:gfW-;a WliI%P m1 ft PREPARED BY: PERFECT ViNGINEERING, LLC 107 SEMINOLE LAKES DRIVE ROYAL PALM BEACH, FLORIDA 33411 MV 561- 324 - 0419 TYPE OF —SURVEY.1 BOUNDARY PLOT PLAN U C TIE IN .FINAL TOPOGRAPHIC COMPLETED ON: 1 6-17-10 LEGAL DESCRIPTION: N o SURVEYORS NOTES: LOT 22 IN BLOCK 25 OF QUEENS COVE UNIT In1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE 3, ACCORDING TO THE PLAT THEREOF AS ta SHOWN HEREON. RECORDED IN PLAT BOOK 20, PAGE 18, OF 2..NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE THE PUBLIC RECORDS OF ST. LUCIE COUNTY, LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "AE", BASE FLOOD W ELEVATION= 6.0 ACCORDING TO THE FLOOD INSURANCE ABBREVIATIONS: RATE MAP, COMMUNITY PANEL NO. 12111 CO089 G, o c� EFFECTIVE DATE NOVEMBER 4, 1992. (C) = CALCULATED N 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE (M) = MEASURED V QU SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD (P) = PLATTED ,� a co ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. CMP = CORRUGATED METAL PIPE 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE CNS = COULD NOT SET OF LOT 22 AS BEING S01'59'30"W ACCORDING TO THE CONC = CONCRETE PLAT DESCRIBED HEREON. FFE = FINISHED FLOOR ELEVATION o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS FND = FOUND 5/8" IRON REBAR n OTHERWISE NOTED. IRC = 5/8' IRON REBAR WITH PLASTIC CAP 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED PCOR = PROPERTY CORNER SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. IR = 5/8' IRON REBAR PL =.PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE FILE COPY SF = SQUARE FOOT 0 �- A = DELTA OF CURVE O = SET 5/8" IRON REBAR WITH PLASTIC LOT 1 BLOCK 25 � CAP 'AJP PSM 6330" J m f F fw z 3Z 3Z O I o 2 I N o:Z W W) 3no tL c0 75.00' W-� 00 ww I 75.00' Ov)fn x II fn cn �w NSW i FZ- 0: aw wv� 2z �= S88'00'3b"E x 160.40' TE IEPHONX . s �� �o^ n oo bm d' 50.00' ro 5.3 ro _ R jo S.67 9.33 N 2.00 �6'6 46.40' Zw ow .67 min J �z �3 d• I ^CDT K lol W O I Z a Z W Nw —_ Na' F 0 O (n Q e �N n w= po 7.33 o= cn� (L W Q o c0 " / '° Ucnz 67 � 0�x p W Z o g oa O.-I`I o COVERED pN u�iNa p p O of ENTRY a� ^o (N v- cy N o mW W 7.33' .3' aT m / � I � c o o 0 3 14.67' V) c�i N 7.0' �o O F-F w 31.07 i / o I O1 33 �\ �?�N 0o I c P7 W Q_ O4 c 9 n PROPOSED � m :2 p� N 1 D IVE Lf W = 56.63' 150.00' a a �'- Q Z ZO PROPOSED IWn aQZ .m IRRIGATION WMEN ptZ { r SIGN ? N O I,_ ¢ Tu,W o� I Up`�a x site Pis � I �Li; Stjp N w fe4{0 PROPOSED 9 WATER 5.15 LINE PROPOSED J METER 0 0] 20 0' Crag: I N ATACAN TEC ` I li J PERMIT #:56-SF-1287578 STATE OF FLORIDA APPLICATION #:AP984451 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: CUMENT #: PR829328 CONSTRUCTION PERMIT FOR: OSTDS New FILE CUPT APPLICANT: . Jeffrey & Diana Crull PROPERTY ADDRESS: 81 Queens Rd Fort Pierce, FL 34949 LOT: 22 BLOCK: 25 SUBDIVISION: Queens Cove PROPERTY xD #: 142360200220000 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS rT ,[ ' 500 ] GALLONS / GPD Aerobic Unit CAPACITY :A .[ 750-1 GALLONS / GPD PRE-TREATMENT CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ .450 ] GALLONS DOSING TANK CAPACITY [. ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 469 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND I. ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: C/L PROP, CENTER OF ROAD (ELEV 5.09 NGVD) I ELEVATION OF PROPOSED SYSTEM SITE [ 10.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD.TO BE [ 6.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D l O T H E R "1LL rxWU12CffiU: t ] INCHES EXCAVATION REQUIRED: [ 42.00 ] INCHES DESIGN ENGINEER SPECIFICATIONS TO ACCOMPANY THIS PERMIT MANUFACTURE, DESIGN ENGINEER, SEPTIC TANK CONTRACTOR AND HEALTH DEPARTMENT TO BE ONSITE FOR SYSTEM INSTALLATION AS -BUILT SITE PLAN AND DESIGN ENGINEER CERTIFICATION REQUIRED PRIOR TO COVERING SEPTIC TANK CONTRACTOR RESPONSIBLE FOR 42" SLIGHTLY LIMITED EFFECTIVE SOIL DEPTH BELOW BOTTOM OF DRAINFIELD OPERATING PERMIT AND MAINTENANCE CONTRACT REQUIRED PRIOR TO FINAL APPROVAL SPECIFICATIONS BY: _ d-' -. /n • n i.n — mTmrs.. APPROVED BY: - TITLE: Environmental Specialist II DATE ISSUED: DR 4016, 08/09 Incorporated: James C n 12 Z 10 (Obsoletes all previous editions which may not be used) 64E-6.003, FAC v 1.1.4 AP984451 St. Lucie CHD EXPIRATION DATE: 06/15/2012 SES31366 Page 1 of 3 System Design Criteria for Crull Residence Performance Based Treatment Unit With Drip Irrigation (Advanced Secondary Treatment Standards) I certify that the engineering features of this performance based treatment system have been designed or specified by me and conform to engineering principles applicable to such projects. In my professional judgment, this system, when properly constructed, operated and maintained, will achieve the established performance standard and comply with all applicable statutes of the State of Florida and rules of the Department. St �udte �o P� �t�U�t�� evo,�or+cc Todad {�t . ,pl0�y� ®� .de' �erze ,. pate ichael J. new, P.E., 18293 �et.- Page 1 of 14 Job Name/Homeowner: Address: City, State, Zip: Permit Agency: Installer Name: Designed By: Date: Gallons Per Day USDA Soil Classification Drip Design Calculator Jeff 6 Diona.Crull 81 Queens Road Ft. Pierce, Florida 34949 St. Lucie County Health Department Brain Davis Septic Perfect Engineering, LLC 11/1/2010 500 1 Soil Loading Rate (GPD, Per Sq. Ft.) 0.8 Minutes Per Dose 13.7 Sq. Ft. of Application Area 480 Linear Feet of Tubing 240 Number of Emitters 240 Linear Feet of Tubing Per Zone 240 # of Zones 1 Emitters Per Zone 240 Drip Rate (GPH) 1.02 Gallons Per Minute Per Zone 4.1 Minutes Per Day Per Zone 123 Doses per Zone 9 Total Doses per Day 9 Time Between Doses in Hours 2.4 Total Run time in Minutes 123 Maximum Connections to Manifold 8 Page 2 of M Total Dynamic Head Calculation (TDH = Static Head + System Operating Head + Total Friction Head) Static Head = 4.5 ft. System Operating head = 65 ft Friction Operating Head Header Diameter = 1.00 in. Type of Fitting Eq. Length Quantity Total Eq. Length Std. Tee 1.7 8 13.6 90 Degree STD Elbow 2.3 3 6.9 Total Fitting Equivalent Length = 20.5 Actual Length of Discharge Pipe = 35.0 Total pipe Length = 55.5 Total Pipe Friction Head = 12.9 ft. Dirty Filter = 10.5 Solenoid Valve = 6.0 Total Loss = 29.4 ft. Total Dynamic Head = 4.5 ft. + 65 ft. + 29.4 ft. = 98.9 ft. Pump Curve shows 22.0 GPM @ 99 ft of Head System needs 4.1 GPM System Design Calculation Residential : 500 GPD flow Maximum Lot Flow 800 GPD Drip Area Required 469 sq. ft. Drip Area Provided 480 sq. ft. Unobstructed Area Required 720 sq. ft. Unobstructed Area Provided 1530 sq. ft. Page 3 of 14 System Design Criteria Residence is = 500 GPD Drip System to be placed in Trench System 500 GPD / 0.80GPD per sq ft = 625 sq ft of drainfield 25% reduction for advanced secondary treatment taken = 469 sq ft of drip irrigation 8 lines 30 feet long with emitters every foot and lines 25" apart 4 loops X 60 emitters/Loop X 2 sq ft per emitter = 480 sq ft Contingency Plan 1. At high water level, the system will start alarm. The owner must contact the maintenance entity with 24 hours. 2. Maintenance entity personnel will inspect the system and make necessary repairs within 36 hours as per 64E-6.012(4)(b) 3. Owner shall pump the tank as required to keep trash'out of the aeration chamber. Operation and Maintenance The operation and maintenance manuals are provided to the installer and maintenance entity at the time of installation. Installation Installation instructions will be provided by Brian Davis Septic on site to insure proper construction and installation. Page 4 of 14' b lv 0 AquaAire Sewage Treatment System Models AA500,600,750, 800,1000, 1200, 1500 In One Piece Tank with Lid Alternate Aerator Locations Aerator 3" 314" Schedule 40 PVC not more than 100 LF 7e from Plant 4" Inlet 2%�� Aeration/Mixing VIP Compartment Ctr. Dim.,.Air Drop LineH ,.._Air DeflectionW Disc "Extend 10" into liquid depth on AA1500 SnhArh tip Designation Capacity Loading Volume Volume Volume A B C D E F G H AA500 AA600 500GPD 600GPD 1.25 1.50 748 857 560 642 188 215 68 77Yz 71 80'/z 64 64 60 60 63 63 183/4 213/4 45% 52'/4 55 55 AA750 750GPD 1.85 1076 801 275 95%z 98%z 64 60 63 29'/4 643/ 55 AA1000 I 000GPD1 2.50 1420 1063 1 357 111 114 64 71 74 35% 713/ 55 AA1500 1500GPO 3.75 2216 1699 517 131 134 74 71 74 373/4 893/, 65 AA800 00GPD 2.0 1155 858 297 Jill 114 64 71 74 353/4 71% 55 AA1200 1200GPD 3.0 1751 1300 451 131 134 74 71 74 373/4 893/4 65 4 r Pump Curve for Aqua Aire AA800 PUMP SELECTION CHART FOR DRIP DISTRIBUTION SYSTEMS SELECTION A PUMP MODEL 20EB05 SIZE HP ,� FLOW m 20 ' VOLTAGE v 115 B 20EB10 1 20 M C Other as approved r FW6-21 _ 340 GM ` . f20 _i. <' i0a .. S : fiY1 ... 1 v v.. _ S , py� y 71 • 1. , .. __... o s �o a 2v 25 ao cFM x CAPAGM Page 6 of 14 41.9 r- 3" Page 7 of 14 �ld �—iljl 47 I I 1 I I 1 <Z� All Mats Ace Inside Tank 5' 5' Sebring Septic Tank & Precast co. Inc. CAT 4 490 Pamp Chamber Overall liquidacity......540 Gallons Capacity to outlet hole......450 Gallons Capacity of air speoo....... 40 Gallons Conde {a3 40000. Air specs akulakd (a),15% minimum. Steel placemcat in tank lid is #3 deformed rEGat 6" OA CertOet All tasks are fiber m-cufonw& DRIP EFFLUENT DISPOSAL SYSTEMS DESIGN CRITERIA April 11, 2001 Drip effluent disposal systems shall be permitted as an alternative drainfield option for use in Performance -Based Treatment Systems in the State of Florida. The following criteria apply. Florida registered professional engineers shall design all drip effluent disposal systems and the design shall include and consider the following: 1. Drip effluent disposal systems shall be considered performance -based treatment systems. 2. Effluent for drip effluent disposal systems shall be pretreated to reduce both the 5-day Carbonaceous Biochemical Oxygen Demand (CBOD5) and the Total Suspended Solids (TSS) to each be less than 30 mg/I. 3. The infiltrative area required shall be the same as the area required for a mineral aggregate drainfield with reductions allowed for the reduction of CBODS and TSS as noted in Florida Administrative Code, Chapter 64E-6, Part IV, Performance -Based Treatment Systems. 4. In a bed configuration, the drainfield area shall be calculated as extending one foot beyond the sides of the outermost emitter lines. 5. In a trench containing a single distribution line, the drainfield area shall be calculated as 2 feet X the emitter spacing in feet X the number of emitters. 6. Drip effluent disposal systems shall be considered pressure distribution systems. 7. Head loss calculations shall be provided to insure proper hydraulic pressure at the emitter. 8. Pump selection shall be indicated in the design specifications. Pump performance curves shall be provided. 9. Recirculation rates shall be indicated on the drawings. 10. Check valves, petcocks, inline filters, and vacuum breaking device locations shall be indicated on the drawings. 11. Drip effluent disposal systems shall be time -dosed over the 24-hour period. Demand control dosing shall override timed -dosing in periods of flow where timed dosing cannot handle the excessive flow. 12. All drip emitter systems shall be designed as continuous loop circuits with no dead-end emitter lines. All systems need to incorporate a mechanism for backwashing or flushing. 13. Drip effluent disposal systems shall meet the following operating parameters: • Minimum operating pressure at the emitter head shall be 10 psi. • Maximum operating pressure at the emitter head shall be 45 psi. • Maximum system operating pressure shall be 60 psi. • Maximum discharge rate per emitter shall be 1.5 gallons per hour. 14. Drip emitter lines shall be drawn to scale and drip emitter spacing shall be indicated on the drawings. 15. The maximum emitter longitudinal spacing on a distribution line shall be 2 feet. The maximum distribution line spacing in a bed configuration shall be 2 feet. Page 8 of 14 16. The 24-inch separation from the seasonal high water table shall be measured from the emitter orifice. 17. Setbacks shall be measured from the drip emitter lines. 18. There is no drainfield sidewall' in a drip effluent disposal system. The definition of a filled system in s. 64E-6.002(24), Florida Administrative Code, is not applicable to drip effluent disposal systems. A drip effluent disposal system is considered to be a mound system when any part of the bottom surface of any drip emitter line is located at or above the elevation of undisturbed native soil in the drainfield area. A drip effluent disposal system is considered a standard subsurface drainfield system when the entire bottom surface of every drip emitter line is installed below the elevation of undisturbed native soil in the drainfield area. 19. For mound systems there shall be a minimum separation of 18 inches between the shoulder of the fill and the nearest drip emitter line. Mound system slopes shall be in accordance with s. 64E-6.009(3)(0, Florida Administrative Code. Mound systems shall be stabilized in accordance with s. 64E-6.009(3)(0, Florida Administrative Code. 20. For standard subsurface systems, the elevation of any fill covering the drainfield shall extend no less than 18 inches away from all emitter lines before tapering down to natural grade. 21. Minimum cover on the distribution lines shall be 6 inches for standard subsurface systems and 9 inches for mound systems. The maximum cover for all systems shall be no greater than 12 inches. 22. The system shall include a petcock on the dosing pump discharge line for effluent sampling in lieu of the installation of monitoring ports required in s. 64E-6.029(2), Florida Administrative Code. 23. All onsite sewage treatment and disposal systems that include a drip effluent disposal system shall have an annual operating permit, maintenance contract with an approved performance -based system maintenance entity and shall be inspected in accordance with s. 64E-6.027(5), Florida Administrative Code. 24. Manufacturers of drip effluent disposal system distribution lines, emitters, and components shall apply for and obtain approval for specific model numbers or part numbers prior to inclusion of the components on any site specific permit application. 25. Manufacturer's of drip effluent disposal system components shall provide design and installation manuals for engineering and construction guidance. Design manuals shall include tables that detail flow rates vs. pressure and pressure loss per length(s) of distribution pipe. Page 9 of 14 Answers for Drip Effluent Disposal Systems Design Criteria for the State of Florida Dated April 11,2001 1. Compliance 2. 2.9 CBOD / 4.43 TSS 3. Compliance 4. Compliance 5. Compliance 6. Compliance 7. Pressure loss in 100 feet of 1" tubing is 0.49 lbs. Pressure loss across filter is s PSI including filter flush return line Flow Rate while the system is running is 22.0 GPM. To Achieve 2.0 ft/s scouring velocity, 2.5 GPM is needed Pump is capable of producing 220 GPM at 99 of Head Pressure to field will be adjusted to achieve a maximum of 30 PSI on the supply manifold by. opening the by-pass petcock located in the pump tank. 8. Pump Curve attached. g. 22.0 GPM, filter flush return line. 4.1 GPM during field flush. 1�GPM in pump tank. 10. Located in Headworks. 11. Compliance 12. Compliance 13. Minimum will be 25 PSI Maximum will be 30 PSI Maximum will be 45 PSI Maximum will be 1.02 GPH per emitter. 14. Compliance 15. Compliance 16. Compliance 17. Compliance 18. Compliance 19. Compliance 20. Compliance 21. Compliance 22. Compliance 23. Compliance 24. Completed with FDOH 25. grip manual given to Installer and Engineer. Page 10 of 14 Supply Linesit I I I _ 25" Supply Line Length Varies Return Manifold 1 " dia. Air Relief Valve 1 FT Return Line 1" dia to PBTU Supply Line 1" dia from PBTU Supply Manifold 1 " dia. TYPICAL DRIP TRENCH SYSTEM (nts) 11 Page 11 of 14 DRIP FIELD CROSS SECTION 188 FT. OF DRIP TUBE 8 LINES @ 25" CENTERS WITH EMITTERS EVERY 1 FOOT n INSTALL DRIP TUBE 6" - 9" BELOW FINAL GRADE WSWT IS >24" Below Emitters Effective Soil Depth =42" Below Emmitters Page 12 of 14 THIS ONE HEADWORKS UNIT ♦ Salenoia iValve a ♦ ♦ p r ise Gauge ReiieY �,+si';i� spin Fiiter Top Vi keference; In from. Pump Tank �„? r E 4 . - ram' Out to Field Return to Pre Tank <',-=- / <=: In fram Field / I ETi AUTQMATIC HEADWORKS. SCREEN FILTER Pifc Batt Valve (2 typical) Pressure Gauge e Relief Valve Spin Filter Tc p View I Reference In from Pump Tanker i c.c.. c=> Out to Reid Return to Pre TankC— = G� Irr from Feld En MANUAL HEADWORKS. SINGLE SCREEN FILTER ♦ ♦ Disc Filter ♦ I ♦ Unepre(2 Typical) Li.i'K:%E-j`etk Gauge —, I Relief t/alv%b ♦ ♦ / / Ball Valve In Trace Pump Tank =:> Out to Fuld I 000 Rertu<r to Pre Tptlk In fronn Field / ETI MANUAL HEADWORKS, DISC FILTERS Check statelrocM regulations for approval of manual ea wor units. Page 13 of 14 PERFORMANCE STANDARDS DESIGN REVIEW CHECKLIST AnDllcation 1. Cover letter from engineer requesting the approval of a performance based system. ATTACHED 2. Initial site evaluation with estimated seasonal high water table, soil L.TAR. SOIL EVALUATION PG. 3 of 4 3. County Department of Health/Engineer concurrence on estimated seasonal high water table, soil LIAR. Desion 1. Plans signed, dated, and sealed by an engineer registered in the State of Florida. ATTACHED 2. "Certification of Design" statement signed by the Engineer. SEE DESIGN PACKAGE 3. Design adherence to setback requirements. SEPTIC SITE PLAN & SOIL EVALUATION If not, specify non-conformance setbacks. 4. Design adherence to separation from the seasonal high water table. SOIL EVALUATION 5. Information required: • System design criteria: • Performance level: STS(x ), ASTS( ), AWTS( ) ASTS with enhanced nutrient removal (Keys)( ) • Cl30D5 2.37 mg/! • TSS 2.11 mg/I • TN — 7.52 Mgr • TP = 5.87 mg/1 • f coliform = <200 fc colonies/100 ml • System design calculations. SEE DESIGN PACKAGE • System design plans and drawings. SEPTIC SITE PLAN • Monitoring requirements: • pollutant(s) to be monitored. CBOD5 / TSS / FECAL COLIFORM • pollutant sampling frequency. EVERY 3 MONTHS • monitoring ports provided. WITHIN AA800 UNIT • monitoring locations identified. SEE AA800 DIAGRAM 6. Drainfield: • Drainfield infiltrative surfaces identification, SEPTIC SITE PLAN • Drainfield infiltrative surface calculations. SEPTIC SITE PLAN • Drainfield infiltrative surface reductions adherence to performance expectations. SEPTIC SITE PLAN • Design adherence to "effective storage volume" requirements. SEE AA800 DIAGRAM • Design adherence to "total storage volume" requirements. SEE AA800 DIAGRAM • Design adherence to unobstructed area requirements. SEPTIC SITE PLAN 7. Modeling programs: • Model program inputs documented in tabular form. SEE DESIGN PACKAGE • Model program outputs included in the engineering submission. SEE DESIGN PACKAGE 8. System failure effluent collection contingency plan, if applicable. SEPTIC SITE PLAN 9. Installation instructions. BY Aqua Aire Inspection 1. Operational manual. AT TIME OF INSPECTION REQUEST 2. Operational maintenance manual/instructions. AT TIME OF INSPECTION REQUEST Operational maintenance frequency. AT TIME OF INSPECTION REQUEST 3. Signed maintenance agreement between owner and maintenance entity. AT TIME OF INSPECTION REQUEST_ 4. Property owner has executed and recorded (in the public records at the county courthouse), a written notice that informs all subsequent property owners of the use of the performance based treatment system and the requirement for the system to be maintained. AT TIME OF INSPECTION REQUEST 5. "Certification of Installation" statement signed by the engineer, or an agent of the engineer. 6. Verification of system installation per design plans and specifications. AT TIME OF INSPECTION Page 14 of 14 Baylor University . Individual On -Site Waste Water Treatment System Testing* and Certification Program Table III summarizes the effluent five day biochemical oxygen demand (CBOD5) and suspended solids measurements, which demonstrated a level of performance by the Aqua Aire residential wastewater treatment system consistent with the Class I effluent requirements of NSF/ANSI Standard 40. 2000, TABLE III. EFFLUENT QUALITY SUMMARY Parameter Number of Minimum Maximum Median Interquartile Confidence Observations Range Limit 90% CBOD mg/L 141 2.0 14.0 2.0 2.0-2.15 2.0-6.60 Suspended Solids 1 J9 .6 32.3 2.2 1.4-3.95 1 .8-12.18 Table IV presents removal efficiencies calculated from the mean influent and effluent values. the mean values being more conventional indicators of overall efficiency. TABLE IV. REMOVAL EFFICIENCIES Parameter Influent Mean Effluent Mean Reduction % Reduction CBOD 169.73 2.684 167.05 98.4 Suspended Solids 183.97 3.925 180.05 97.9 Table V represents the analytical results performed to determine the quality of the effluent. TABLE V. EFFLUENT QUALITY ANALYSIS TSS lnf. CB.D Eff. CBOD Eff. TSS Eff. CBOD Eff. TSS CBOD TSS 30-day 30-day 7-day 7-day Reduction Reduction Mean Mean MPan Mean (mg/L) (mg/L) (mg/L) (mg/L) 30-day N 30-day Minimum 2.114 2.22 2.0 1.11 97.6 97.4 Maximum 3.66 6.93 6.56 13.44 98.8 97.7 Median 2.89 4.43 2.17 2.80 98.2 97.2 Aqua Aire Page 7 of 58 mAL PERFORMANCE STANDARDS BASELINE BASELINE AEROBIC SECONDARY ADVANCED ADVANCED SYSTEM SYSTEM TREATMENT TREATMENT SECONDARY WASTEWATER POLLUTANT STANDARDS- STANDARDS UNIT STANDARDS TREATMENT TREATMENT STANDARDS STANDARDS Septla tmk o base of 24 Inch (effluent) (ef luant) (affluent) (effluent) effluent unsaturated zone CBODS 120-240 < 5 = or <30 = or <20 = or <10 = or <5 (Total Suspended Salads) mg/I mg/I mg/1 mg/I mg/I mg/I TSS 65-176 < 5 = or <30 = or <20 = or <10 = or <5 (Total suspended solids) mg/I mgll mg/I mg/I mgll mg/I TN 3645 15-25 not not = or <20 = or <3 (Ta'al Nitrogen) mg/I mgll applicable applicable mg/l mg/I TP 6-10 <5 not not = or <10 = or <1 (Total Phosphorus) mg/l mg/I applicable applicable mg/I mg/I Fecal coliform undetected not =or< 200 fc =or<200 fc BDL akpellcable col/100 nil col/100 mi for 100 ml PRAINFIELD REDUCTIONS not applicable not ap b 2 O SETBACKS surface water no change no change no change 65111 don 25 A groundwater drains no change no change no change no change loft Ion dry retentlan & swales no change no change no change no change loft Ion SEPARATIONS to SHWr no change no change no change no no change 12 In PNCRME AUTHORIZED no change no change no change 25% 60% 100% LOWS Properly designed and monitored, Hoot Systems can be Engineered and Installed In Florida under all of the Categories Listed above in Yellow MODEL 218- Aerobic system control panel for drip systems. Controls. dosing; filter flushing and field flushing for systems with 1 to 6. zones .(multi. zone systems require hydraulic indexing valve) Includes;,power clrcultfor compressor; audible and visual High Water/Low Alr Pressure alarms. Power Specifications: Input power: 120 VAC, 60 Hz, 1 Phase, 20 Amps Pump: 120 VAC, 20 Amp C/B, 1 Hp max. Compressor: 120 VAC, 10 Amp C/B, 112 Hp max. Alarm: 120 VAC, 10 Amp C/B, Alarm/Control power. Solenoids: 24 VAC, PLC controlled, 3 Amps total. Control Features:. - . Dosing Cycle: Pumps effluent to each zone (field) for a predetermined length of time. The zone is then drained and allowed to rest for a predetermined length of time to absorb the effluent. A filter flush is performed automatically at the start of each dosing cycle. Field Flush Cycle: Field flushing is performed after a predetermined number of dosing cycles. Parameters: The following values are field settable: Dosing time, absorption time, number of zones, number of dosing cycles between field flush cycles, field drain time. The following values are stored in memory: Total number of High Water and Low Air alarms, Total dosing hours. Individual breakers provide short circuit protection and disconnect feature for compressor, pump and alarm circuits. Alarm: Visual and audible (90 dB) alarm for High Water and Low Air Pressure faults. Includes Muterfest switch to verify operation of the alarm circuits and to silence the audible alarm until fault is cleared. Enclosure: 12"X10"X4" poly enclosure rated NEMA 4X (waterproof) Certifications: NSF/ANSI Standard 40 approved UL Listed (UL508A) Control Panel for USA/Canada System Component Requirements:. Floats — Rated 120VAC, 1 Amp min. Pump—120VAC, 1 Hp Max, UL approved with intemal thermal protection. Compressor —120VAC, 1/2 Hp Max, UL approved. Solenoid valves — 24 VAC, 0.4 Amps max. Copyright Notice Model 218 CONTROL PANELS AND ALARMS A Division of ETI 2247 Hwy 151 North, Downsville, LA 71234 800-277-8179 email: aquasafe@bayou.com All information contained on this page is proprietary to Ecological Tanks, Inc. and no part of this information may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying, recording or otherwise without the prior written permission of Ecological Tanks, Inc.. r Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # 116 1 - ®CO ( Owners Name _a �Q J'�)cJ►p-j-t Applicant: D � f Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows d 'H"�D�, 0© . ®O WTI D7-Cr5 Z'Z-a4- f L scr rroSro.r Mullions Fixed Glass t D6 v /t 7' -rili IZ. IO (, A� / /- .S,G Z e,,) c9-% ,ts,/ , Block Glass i' CJZ . U Pi 5 r{�(� r �r �cpr/} �'a o'% - ®/oZ% Skylights Sliding Glass Doors Doors {- 12, -41•gr'1 I TN2�t2 - J C d tZ82.3,,A FL 5�i , (o ig Y2,1.2. a Wood SGew C, CoSwingType French Doors f .f�� — ��.VO 'PC Ifns �� ©� �i 1 'O%Z�.10 Pick' l z S``Grc��uji d K2 Garage Doors c�U — �2w 2VA•�4. WD8� FL Z4a. %VA � C L QL Hurricane Protection Roof Ventilation fs?J oD - rJ�J D� Aaa V (� cal. �� ©i �O / �Ci �' 1p�, la Z" S Ai ., <-'I �Qe N A % s Roofing Material +o.0 o.a t o.o ��.� ,,�j� P •. 1 pri Ov4 roe.,l- (XI-0914.oL¢ 6 Z.5. f 10D X 3`r eorrvs,�, 9,SrSIA—+ acrew Se. i QS ; I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. 1, Namet4Signat �,, seal. Design Prof: orurGr Cert. No Date: PCT Visibly Better- 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Reference: - SH-700 NOA 07-0322.06 To Whom It May Concern: Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above -referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). Sinc0ely" Robert L. P.E. fil"AW PQT'bode;.Compliance MIAMFQADE gom MDMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buldinpcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade. County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH-700 Aluminum Single Hung Window - L.M.I. .APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/l/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 # 05-1018.01 and consists of this page 1 and evidence pages. E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. EC �� 1. p'�ll NOANo. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/l/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03106, signed and sealed by Edmundo Largaespada, P.E. 2. 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 an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc:, Test Report No. FTL-4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked. -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, datec108/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) I t a Manuel Pe , P. . Product Control Exhwj#er NOA No. 07.0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Small Missile impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4647, dated 08/11105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 6. Test reports on 1) Uniform Static Air Pressurel 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 8. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05-I018.01) Manuel Per , E. Product Control E a er NOS. No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA #05-1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10105105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.02) C. , CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on:12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05-1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. `.r&anueI ^mek P.E. Product Contr Exa 'ner NOA No. - 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007' E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ' C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H.13116" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE SHEET OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER I. 13/16" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GENERAL GLAZING DETAILS ............1 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. S............ 2 J. 13/16"LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....S............. 4 K.13116' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE VERT. SECTIONS ............. 5 OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. HOR SZ. SECTIONS ............. 5 L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS PARTS LISTS .................... 6 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONSAIL.............. 7 ®M.13116" LAMI I& (1) LITE OF 1/6" ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR CORNER DETAIL .............. 7 ANCHORAGE .................... 8 11 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13W-02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4645, FTL-4646. FTL-4647, FTL-4648, FTL-4649, FTL4650, FTL4651, FTL,4723, FTL-4957, FTL-4958 AND FTL-5063, ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL rRon9craevlsso r eotapgi�¢ wNY tie rlteifrt aidl.rcoae 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Aaepm.a Ka - 3 .06 U'to 2011 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY g� ® HURRICANE ZONE (HVHZ). 4 f N0KD N .FL3 RrvE GENERAL NOTES O%/ NOKOIAIS, FL34276 t� � , P.O.eax15M ALUM. SINGLE HUNG WINDOW, IMPACT Robert Oak P.E. NOWFAI9. FL34274 Vuib&Better eo1 ea.c 0-"Ni w,r. PE#39712 sN7ao NTS 1 d 11 1 4040-20 9 structural or 16,87,88 or 9: 1/2" NOM. GLASS BITE 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS b118" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE NO or 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8"ANNEALED OR HEAT STRENGTHENED GLASS® 13/16" NOM. 13/16" LAW IG GLASS W/ 5/16" LAMI " 10". 0G � P T GLAZING DEIAILS DD AfMM82 TD6116LAM//.G.MASS AAA ALAMIIGNOTE tmoM15,PLsa P ALUM. SINGLE HUNG WINDOW, IMPACT NOCWWGETH/SSHEET P.O. BOX 1m9 t10KOMI&FL34214 VisiblyBuur " .J. � SFM Full 2 a it 4040-20 OM. BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR [� (ALL SECTIONS) -ff3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE .090 SOLUTIA OR DUPONT PVB INTERIAYER 1/8" HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/i6' LAMINATED AIR SPACE 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI MODUC't REVIM -s pbigwM�dwFhdit uak tcwe E N. .oG ,201/ Br rNn D " 1 Y Robert L ClarkP.E. PE #39712 Structural 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& TABLE 1. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 78" MEETING RAIL q8" A,B,M ® +80.0 •80.0 +SO,D �0.0 +80.0 80.0 +80.0 80.0 +80.0 �0.0 +80.0 80.0 +80.0 80.0 HT. 60" A.B,M +80.0 .80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 79.0 q 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 78.8 +77.3 77.3 +75.9 75.9 "X" S ISH 53118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -76.2 +76.9 76.9 +75.4 UP TO 531/6" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +60.0 80.0 +80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT -- WIDTH GLASS TYPE 38 318" 44" 60 618" 63" 72" 74" 76" MEETING RAIL 4S" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -86.0 +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70.0 1 70.0 HT, 60" A,B,M,& +80.0 �0.0 +B0.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 6r,A,B,M® +80.0 80.0 +80.0 40.0 +80.0 80.0 +76.9 76.9 +70.0 -70.0 +68.8 88.8 +87.6 67.8 63118" A,B,M +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +75.0 75.0 +68.0 .88.0 +66.7 -66.7 +65.5 -W.5 UP TO 63118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONST WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 76" INTEGRAL FIN) -O" MINUS WIDTH GLASS TYPE 171/8 2211116" 1 26 3118" 1 33 3/4" 1 39 5116" 4413116" 1 60 318" 1 6516116" - SASH 63 1/8" 1 D,E,F,J,K,L +80.0 ; -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 HT. HT. MEETING RAIL 1 GLASS TYPES: TEST REPORTS TABLE 4. "X -SP SH A. 5/16" LAMI - (1!8"A„090,118"A) FTL-4647, 4648, 4723, 4057 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) - ---- -�-- ----_ --- FTL-4647 _4648 - - --- C. 5116" LAMI - (1/87HS,.090,1/8'HS) - _..._. -•_---- _ _ ._ .. - __-- - FTL4647, 4648 D. 7/16' LAMI - (3/1(YA,.090, 3/16"A) FTL-4645, 4885 E. 7/16" LAMI - (3/16'A,.090, 3/16"HS) F. 7116" LAMI- (3_l16"HS..090, 3116"HS)-----------------•----..� _._ FTL-0645- _ __ __ r�M7�ww G. 13/16" LAMI IG-1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13116" LAMI IG-1/8"HS, AIR SPACE, 5/16" LAMI - (1/B"A,.090,1/8"HS) _- FTL4646 1.AIRSPACE, 13116" LAM[ IG-11WHS, AIR SPACE, 5116" LAMI - (118"HS,.090,1/8"HS) - FTL-4646 J. 13116" LAMI IG-1/8-HS, AIRSPACE. 7/18" LAMI - (3/16"A,.090, 3/16"A) `- FTL-4649, 4650 K. 13/16" LAMI IG-1/8"HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"HS) - - FTL-4649, 4650, 4958 L. 13115" LAMI IG-1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) i -_ FTL-4649, 4650 - ---__ -_ M. 13116" LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI - (1/8A,.090, 1/8"A) FTL-5063 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVE DESIGN % PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING I" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38- MAXIMUM.,& B"Mly: wr: fi,Lus °iaa" R,w,"� 1970M*MLOGYDRNE DESIGN PRESSURES RK 11HS�06 FP B REVISED CUSTDMF014MATDPS ADD INT. FIN. UPDATE7ESTNOS NOKONI%FL 34275 n �emayc PA BOX 162E iC;T ALUM. SINGLE HUNG WINDOW, IMPACT Robert L Clerk, P.E. F.K i/24D6 A ADDFTL 4723TOGLASSTYPESAANDG. NOKOWI FLZIW4 ViWblyBener b`w0 t °i"'°'"0i4w `B PE#397/2 ag SH7D0 NTS 3 -, 11 ' 40-ZD swcbnl 531/8" MAX. FLANGED WIDTH® 521/8" MAX. I.F. WIDTH D 49 5/6' MAX. FIXED DLO (ALL) 75" v. SEE DLO TABLE I.F. D —j HEIGHT SEE D I ® TAiL 1 ME DLO TABLE ( L X j 387116 MAX. SASH J... 481/4" MAX. VENT DLO (AL DETAIL A 1/1 75' MAX. A I.F. HEI HT 76" MAX. FLANGED HEI HT x j S NO E4 DETAIL B VIEW (STANDARD SASH) B E� 75" 75" I.F. I.F. HEIGHT E HEIGHT SEEEE DLO OLD TABLE O j ® STABLE O j 76' AAX 78" 1 AAX FLANGED FLANGED HEIGHT HEI HT SEE DLO TABLE X j SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVERTWO FORMAT. 111=6 P.O.IiOX 16A NOKOF95, FL34274 C� 75" MAX. C I.F. ;EE DLO TABLE O j HEIGHT MAX. FLANGED HEIii HT !EE DLO X SEE TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3116" B 415/8" 41114" C 41 114" 40 7/8" D 52 5/8" 5211116" E 621/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34112" 34 3116" B 27 7/16' 27118" C 27 7116" 271/8" D 16 318" 15 314" E - 16 318" 15 3/4" TABLE 5. ALUM. SINGLE HUNG WINDOW, IMPAC sil7oo NTS 4 a 11 7-4040-20 FRDDUCI' REVISM p C001plyftN:1(1 M! Rodin w"mcok za/ � l�drAA Roberti_ Clark, P.E. PE 939712 Sbudural - h-2.784"-►{ INSIDE F�:: MAX. FIXED LITE DAYLIGHT OPENING' OUTSIDE VENT DAYLIGHT ra T8OR1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING I I I i NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 > 2.710" OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX, WIDTH SECTION A -A INTEGRAL FIN Q.F.) FRAME SECTIONS® INSIDE up . 47 7946 4n . — HIGH SI L 2. 0 LOW SI).L 49 HIGH SILL 48 LOW SILL HEAD 68 2.710 ®I.F. FRAME q -r-A 53 II OUTSIDE I �•14� (HIGH S 52 (LOW SILL) ILL) SEE NOTE ABOVE 12 ONLY ULTRALIFT*tt ULTRALIFT ONLY ALTERNATE HIGH SILL 11010010LOGYDRIYE ^� ItO1CO108, R 34'L/6- P.O.BOX1ti i) HOKOMIB. FL 3W4 Vkdbly Betrer WADUCr REVULe W mmpbft with the pdYe Aft NC«k �enpmaane ,L mtloll �20// 67 AMe hedaa SECTION C-C RADIUS TOP (HEAD DETAIL -FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT Rcean L Oak P.E. a.n.rne ea+'r s� °i'oM* a" PE#39712 SHM Half 5 d 11 4040-20 B structural #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SII ADHESIVE OPEN CELL FOAM FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS)1.1251 SPIRAL BALANCE, 3/8", 5B", C BALANCE COVER, 3/8" OR 518 #8 X.750 PH. PN. SIAS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X' PHILLIPS FLAT HEAD E BALANCE COVER,11116" 19 08-32 X 12" LG. PH. FH. TYPE F S. STL 21 4064C FIXED MEETING RAIL 23 4006C SASH TOP RAIL 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 26 1096 SWEEP LATCH 27 1016 #8 X.625 PH. FL. SMS 28 4007 ISASH BOTTOM RAIL (LOW SILL) 30 1 1226 JWSTP., BULB VINYL 31 1 4008 ISASH SIDE RAIL 34 1 1268 1 SASH FACE GUIDE 35 1 1622 ILAN SETTING BLOCK 3132" X25AB4" X 36 1 1052 ILAMIIGSETTING BLOCK I"X3/4"X1/1 37 1224 VINYL GLAZ BEAD BULB (THICK) 38 1225 VINYL GLAZ BEAD BULB (THIN) 41 4039B GLAZING BEAD, 5116 LAM GLASS. 42 4044B GLAZING BEAD, 5116 LAM W/GRILL K11 44 4222A GLAZING BEAD, 7116" LAMI 45 985C GLAZING BEAD, 7/16" LAN W/GRILL KI 46 4087 GLAZING BEAD,13/16" LAN I.G. 47 4071A FRAME, I.F. HEAD 48 4072A FRAME, I.F. LOW SILL 49 4073A FRAME, I.F. HIGH SILL 50 4074B FRAME, I.F. JAMB 52 4009 SILL LATCH (EGRESS) (LOW SILL) 53 1088 SPRING, SILL LATCH (EGRESS) 54 2740 1 SILL LATCH (EGRESS) (HIGH SILL) 55 1014 SCREEN FRAME (HOR. & VER.) 56 1630 SCREEN CORNER KEY W/RINGS 57 1631 SCREEN CORNER KEY W/OUT RING; 58 1073 SCREEN SPRING 59 1624 SCREEN SPLINE-.135 DIA FOAM 312244 312244 1LCVR916 7834M 3ALTBKT 42504 3X1 FPAX 1LCVR670 64063 ULBRKT i2X12FPFX 34054C 64006 37S160 71096 7868 612230 BTP249 612231 42501 64071 64072 64073 64074 DESCRIPTION PGT# SPLINE -.135 DfA HARD 61636K CLOTH 61816 CHANNEL (.688 X.500) 6533402 ) PH. BUGLE TEK 706X1 TAPE,1/16 X 12.7/16 LAN 62BV1510 TfOM RAIL (HIGH SILL) 64051 'RAME SILL (HIGH SILL) 64050 E, DOW 899, 995 OR EQUN. 11, 0B"A,.090 PVB,1/B"A) M. (1/8 A.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMP, (1/BA.090 PV13,1B"A) 84 E. GLASS, 7116" LAM, 01V A.090 PVB,118"HS) 85 F. GLASS, 7/16" LAN, (1/8"HS,.090 PVB,1 /8" HS) 86 G. GLASS, 13/16" LAM IG; 1/8"HS, AR SPACE, 5116"LAN, 0/8"A.090 PVB,1/8"A) 87 H. GLASS, 13/16"LAN IG;1/8"HS, AR SPACE, 5116"LAM, (1/8'"A.090 PVB,118'1-IS) 88 I. GLASS,13/16" LAN IG;1/8"HS, AR SPACE, 5/16" LAM, (1/8"HS,.090 PV3,1/8"HS) 89 J. GLASS,13/16" LAN IG; I IWHS, AR SPACE, 7116" LAM, (3116 A.090 PVB,3/18 A ) 90 K. GLASS,13116" LAM IG;1/8"HS, AR SPACE, 711 6"LAMI, (3116"A.090 PVB,3/16"HS) 91 L. GLASS,13/16" LAN IG; 10'HS, AIR SPACE, 7/16" LAN, (3/16"HS,.090 PVB,3/16"HS) 92 M GLASS,13116" LAN IG; 1/8 A AR SPACE, 5/16" LAN, (1/8"A,.090 PV6,118"A) 2.137 .784- 1. .082- 3.455 .062 47 FRAME. I.F. HEAD ® #4071A,6063 T6 ® 48 FRAME, I.F. LOW SILL #4072A,6063-T8 2 1'RODUCTRLvmm rcoupylKxHYdenwida 2 37 gowbgcode Ampzmmte NO _ O6 lradm Dm 2bI! .062 NOM e7 THICKNESS" c preset 4.(71 2. c1 D. e 61014 ►-.062 NOM 71630 THICKNESS 71631 7CASP 61624K bU FRAME, I.F. JAMB OFRAME, I.F. HIGH SILL 'A'#4074B,6063-T6 ® 49 #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) ell- ro 7ECNNDLOQY DRNE NOKOMI9, FL StZl6Fv IC;T PARTS LIST n` rO t3rnctsm NDKDMI8, FL34274 ALUM. SINGLE HUNG WINDOW, IMPACT Robed L. Clack, P.E. PEipB712 Structural Visibly Better SH700 a� NTS awc 6 a 11 ��PN' 4040-M B I+-2.784-1 1,36- 3 jl �-062 O FLANGE FRAME HEAD #4002A,6063-T6 062 2.830 � 0 I---zaea—►{ 1.749 O FLANGE FRAME SILL (LOW) #4003C, 6063-T8 2.710 �+ 1.513� 738 062 .490 ,040 .082 -1.451 SASH STOP SASH STOP COVER O FLANGE FRAME JAMB O #4025, 6063-T6 17 #4053, 6083-T5 #4004,6063-T5 (USED AS RADIUS TOP HEAD) —�{ 1.342 .062 0'155 21 FIXED MEETING RAIL #4054A,6063HD-T6,*\ 3.446 i - 2384�+{ 2.326---1 ,.979 7 .062".062-::�_j 1 or 47 I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT II�I.F. FRAME,& 6or50 11, WELD 6 Or 50 ALONG SCREW BOSS (2) VIEW D-D VIEW E-E (111 8, VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 050 1 1.165 � � I�I��n �ii LLLllliii��� .878 o6z 19 41 GLAZING BEAD, 5/16" 94039B,6063-T6 33 SASH TOP RAIL 9SASH BOTTOM RAIL(LOW) #4006C,6063HS-T8 #4007,6063-T5 05� I1 112 .878 1.098 4--I��I�L 44 GLAZING BEAD 7/16" #4222,6063-T5 31 SASH SIDE RAIL #4008, OD63 T5 68 SASH BOTTOM RAIL (HIGH) #4051 A, 6063-T6 NOWNS, FL34275 P.O. BOX I= NOWMIS, FL34274 050 y.678 45 GLAZING BEAD, 7/16" #985C,6D63-T5 (USED Wl GRILL KIT) 678 .050 . &L 1.096- 1-+-- 42 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W1 GRILL KIT) •68" .050 1.097 46 GLAZING BEAD, 13/16" IG #4067, 6D63-T5 DETAIL ALUM. SINGLE HUNG SH7W I Half 1 7 d 11 1 4040-20 PRODUCT REVOLD acmpw&swmwerbfwm saalecaa. n" 07-6922. 9 Ica Daft All biballLwer halo 87 chir. C� Robert L aaik P.E. PE # 39712 Structural ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 1 46.603 52.603 5B.603 64.603 76.000 ANCHOR TYPE: pU p U U U U m ZU ZU U U pU U p U U mpZZOZ - ZOZ ZZ ZmOZZmOfVZZcopZ Z O N N OU WINDOW GLASS O N UUNU U NU U NO U OUUU0N0U O O WIDTH TYPE 3 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 12111:11,211 1.2221222222222222;22,2222;2222:2222223223:3 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1.2 1 1 1 1 1 2 1;1 1 2 2.2 1 2 212 2 2 2.2 2 2 2 2 2 2 2:2 2 2 2.2 2 2 2.2 2.2 2 2 2.312 2 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1,1 1'2 1 2 1,2 1:2 2,2 1 2 2 2 2:2 2 2 2:2 2 2 2 2 2 2 213 2:2 2 2 2:3 2.2 2;31. 3 3 2 2 3 3 24.000 1 1 1 121.2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AgM 1.2 1 1 1 2 11 2 11�2 11!2 21211,2 2.2 2 2 2 212 2 2'2 2.2 2 2 2 3 2 2 2;2 2,3 2 2,2 3 3.3 2'2 3f3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1.2 1;2 2 2 2,3 1 2 2 2 213 12 2 3 2 3 2 2 2 3 23 2 2 23 3 3 2 2 3 3 3 4 3 2 3.3 34 3 3 4 4 32.000 1 1 1 1 1 13112 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1'2 1 2 2.2 2 3 1:2 21 2 2131112 2:3 2 3 2 2 2 3 2.3 2 2 2:3 3.3 2 2 3.3 3 4 3 2 3 3 3 4 3 3,4 4 C,D,E,F,G, 1 1 1 1 1 1 2 2 1 2 2 1 2 .2 1 2 2 1 2 2 1 2 H,I,J,K,L 2 2 1 2 2 2 2`3 1 2 2.3 2 31212121312 . 3 2:2 2 3 2 3 2.3 Z 3 4 2.3 3 3 3.4 3 3 3.4 3 5 3 3 4.4 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A B,M 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2.3 2 3 2 2 2 3 2:3 2 3 2:3 3:4 2 3,3 .3 3:4 3 3 3 4 3.5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H.1AK,L 2 2 1 2 2 2 2 3 2 2 2.3 2.3 2 2 2 3 2 3 2 31213 2 4 2 3 3 3 3 4 2 3 32413 5 3 3 3 4 4 5 3' 3 4 4 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ag,M 2 2 1:2 2 2 2 3 2 2 2 3 2 3 2 2 2 312 3 2.3 2 3.2 4 2.3 3;3 3 4 2:3 3.4 3 5 3:3 3 4 4.5 3.3 4.4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.2 2 2 2 44.000 H,I,J,K,L 2 2 2 2 2 22:3 2 2 2 3 23 2 2 3'32 4 2 3 3 3 3' 4 2 3 3 3 3: 4 2 3 3. 4 3` 5 3. 3 4 4 5 3:4 4, 5 2 2 2 2 2 2 2 2 222 212 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 2.2 2;2 2 3 2:2 2 3 2 3 2:2 3,3 2.4 2.3 3 3 3 4.2 3 3.3 3:4 2.3 3.4 3:5 3.3 3.4. 4 5 3 4.4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2EL246.000 KI,J,K,L 2 2 2 2 2 2 2 3 2 2 2:3 3:4 2 3 3:3 3 4 2 3 3.4 3 4 23 3 4 3.5 13 3.4 3.5 3.3 4;5ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 22 2 2:2 2 2 2:3 2,2 213 3 4 2:3 3 3 34 2 3 3 4 3'd 2:3 3 4 3:5 3'3 3 4 3.5 3 3 4 5 PSF 72 1 791 79 C,D,E,F,G, 2 2 2 2 .2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2 2 2 2 2 2 2 3 2'2 2 3 3.4 2.3 3 4 3 4 2:3 3 4 3'4 3:3 3 4 3 513,314 `4 4 6 3:4 4.5 4 6 3:4 5.6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 A,gM 22 2 2 2;2 2 3 3!4 2 3 3:4 3 4 2 3 3.4 3;4 3.3 3.4 3 5 3;3 4 4 4:5 3.3 4.5 4 6 3:4 4,5 2 2 2 3 ID TECHNOLOGY DRIVE Nacaaie. Fi.34us � P.O. eox 1® ALUM. SINGLE HUNG WI NOCOMIS, FL 3UT4 visibly Bemr a"SHM m � mnrrs I I a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE i" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 11.8 mk)ucraevL%w HEAD 2 ncompyinsw6bifien ift JAMB ABOVE 2 3 Aa�� - z0/J MTG. RAIL oNe ' JAMB BELOW MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2,3 MTG. RAIL 7 JAMS BELOW MTG. RAIL � G� wNoows yfttrt )W, IMPACTG defk, PE s mvft P�,rw 404a20 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - IM ELCOTAPCONS WINDOW HEIGHT 2 -1/4" ELCO SS4 CRETE-FLEX SUBSTRATE----_29.655 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 ® 3 - 412 SCREWS ANCHOR TYPE.--c+> O z z r� O z Z O z z M O z z M O z z cn O z z� O pzp z M O ["1z z 2. ANCHOR LOCATIONS ARE BASE10 D ON THE WINDOW GLASS �y �' U `' � N "'.0 � U c t Q N V U N N U' U N ?� N U U N N 0 U N ["1 U 0 cl 0 0 HEAD 8IN/2 MAX FROM TOP CORNERS G D WIDTH TYPE 33 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS -17 1/2' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS HJ,K,L 1 1 1 1 1 112 2 2 1 2 2 2.212 1 2 2 2 2 2. 2 2 2 2 2 2. 2 2 2 2. 2 2: 2 2. 2 3. 2 2 2 3; 2 312121213. 2 6'MAX. BELOW MTG. RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®SILL -ANCHORS NOT REQUIRED A,B,M 1.1 1 1 1 1 2 2 2 1 2 2 2; 2 2' 1 2 2 2: 2 2: 2 2' 2 2; 2 2.2 2: 2 2: 2 2.2 2 2 3 2 2 2 3.2 3 2 2: 2 3 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 2 211 1 2.2 2 2 2' 2 2 2 2 2 2, 2 2 2 2 2 2.2 2 3 2 3 2 .2 3 2 3 2 2 2 3 2 3.2 2 2 3' 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 11 1.1 11221.1 22222;22:22,22:2222212121:323'22.23,2322232322.232 ®RE1'LESS. PSF 68 77 1 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2. 2 2 3 2 2 2 2 3 3 2 2 3 3 3. 3 3 2 313 313 2 2 3 3 4 3 3. 2 4 3 4 3 3.24 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 1 1 1 1 1T 1 212 2 2 2 2 2: 3 2 2 2� 2 3: 3 2 2 3 3 3.3 3 2 3. 3 3 3 2 2 3: 3 4 3 3 2 4 3 4: 3 3 2 4'. 3 MAXIMUM DESIGN PRESSURE FORTH PSF 59 67 79 RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 87.000 H,I,J,K,L 1 g 1 1 7 r7 2 2 2 2 2 2 2, 3 2 2 2 3 3 3 2 2.3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3.2 4 3 AVAILABLE. A,B,M 1 1 1 2 1 1 2 1 2 -TT-1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 1 1 1I1 212 2 2 2.2 2 3 2 2123 3 312 213 3 3 3 3 3 4 313 3 3 2 3 3 4 3 3 2.4 3 4.4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 HJAK,L 1 11'11'12222222322333.32.23.34.33343333343443.343443353 rA,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1�1 2 2 2 2 2.3 2:2 3 3 3'3 2.2 3 3 4.3 3:3 4.3 3 3 3 3 4:3 4 4 3;3 4 3 4.4 3.3 5 3 TABLE KEY: PSF 49 79 56 79 79 MAX. PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 H I J K t (DP UMITEDI 117 eaooucr aevu>so 44.000 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3. 4 2, 3 3. 3 4. 4 3 3 4 3 4. 4 3 3 4: 3 4 4 3 3 4' 3 4' 4 3 3 54 HEAD 3 ,.[o.P4 .wr�rrrrri 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M JAMB ABOVE 3i3 - Q6 111 11122222233223:3342:33.34.43:34':34.43:343443:34:3443:3514 MTG. RAIL Dw �2a1 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 _2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Aq 48006 H,I,J,K,L �� 1 1 1 1 222'2223I32233343i33;34:4334;.4443:34'4444;3544.44354 MTG. RAIL °4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M : (FULL DP) 1(1 1 1 1f1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3:3 3 3 44 3.3 4 4 4 4 3'3 4:4 4:4 4 3 5 4 4 4 4 3 5€4 HEAD 2 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 _3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 H,I,J,K,L MTG. RAIL 53.125 1j1 1 1 1,1 2 2 2 2 2 2 3 T3 3� 3 3.3 4 4 3.. 3 4 4 4 4 3 3 4' 4 4. 4 3; 3 4 4 5 5 4' 3 5.4 5. 5 4 3 5: 4 JAMB BELOW J 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 A,B,M -,- 2 -T-- MTG. RAIL 1 1 1I1 1 1 212 2 2 2i2 3i3 33 3,3 4.4. 3:3 4'4 4:4 3 3 4.4 4.4 3'3 4.4 5.4 4 3 5,4 5 4 4 3 5 4 19M'CC"NOLOGYDFUW P T ANCHORAGE SPACING, STANDARD VIEW FK 1f/13T6 8 ADD DPMA7CWHEREAa&.'27YISRESMICMBYSM NOKOMIS,FLSa6 /Y uee.: ALUM. SINGLE HUNG WINDOW, IMPACT Robert L GaA , P.E F.K 1l1411 A NO CFMGE rH1S SHEET P O �� n.- a I o.r: NOKOMIS. FL3W4 11/,riLJ�. B[Kei °iswo °`� a"� -- W19 PE tf39712 F.K 7/2BM5 J.J. 2 M7 SH100 NTS 9 a 11 4Q4020 8 SWcwral ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8, SUBSTRATE: 17.125 22.668 28,211 1 33.754 39.296 44.839 50.382 55.926 ANCHOR z?o N U Zze?O NO U U ONONO 0 3: z U U? ONOO U o 3 o U Z?O ON U OO zz0 U ONO U zz U ON�O U NZ O � z�OZONZc'O ON U ?o U NZ O U rU OZ () WINDOW if WIDTH LPSS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K.L.1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 '000 D,E,F,J, K.L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSFI 1 78 -TT-11 37.000 D,E,F,J, K.L. 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 1 3 2 3 2 4 1 3 2 4 4 4 2 1 5 2 5 1 4 2 5 2 PSF 79 79 79 79 40.000 D,E,FA K,L 2 1 2 1 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 1 2 4 1 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 1 2 2 PSF 79 76 7.9 77 79 79 79 44.000 D,E,F,J, K,L 2 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 PSF 78 79 70 79 79 71 79 73 1 78 48.000 D,E,F,J, K,L 2 9 2 2 2 2 2 2 3 2_ 3 2 3 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 1 1 2 2 2 PSF 71 79 63 71 79 64 74 88 77 69 68 53.125 D,E,F,J, KL 2 9 2 1 2 1 2 2 2 2 2 2 3 3 2 3 2 3 3 4 2 4 3 4 3 5 2 4 3 5 3 6 2 5 3 6 3 6 2 5 3 7 3 6 2 5 3 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE B. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 0 0 0 0 0 o 0 0 0 0 0 c 0 0 M O N Z Z �'? O N Z Z °1 0 �`? O N Z Z �'! O N Z �. Z M O N Z ,.. Z �? O N Z r Z l'? O N Z Z WINDOW O O N g O 0 a N pg 0 O N O 0 c3 0 O N 0 O N 0 O ANCHOR TYPE. o Uf] o v o 0L22 nipg 0 5 0 0 3 0 0 0 0 0 0 0 0 0 0 WIDTH 5 19.125 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.0W 2 1 2 2 2 2 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.D00 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.D00 2 2 2r58 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 78 44.000 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 72 79 48.D00 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 66 72 53.125 2 2 2 2 1 2 2 3 --3—T 3 4 1 3 1 4 4 3 4 5 3 4 5 3 5 5 3 5 NOKOUrk FL 34275 P.O. BOX 1529 NOKOW4 FL SW4 ALUM. SINGLE HUNG SH700 I ArrS 1 10 s 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- IW ELCO TAPCONS 2-1/4" ELCO SS4 CRETE-FLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD-18112° MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO38° MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 6, DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) [1112HEAD JAMB ABOVE MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL PaonucrUvusm m "m"wi&dt� Btiab2 coat Aete =No .OL E nN,o�"aorl ® TABLE 8. KEY: MAX PSF 8r Rk'.'a^ (DP LIMFTED) 112 JAMB BELOW 2 MTG. RAIL FULL DP e JAMS BELOW 2 MTG. RAIL 4040-20 /pP.E. .E. � PE #39712 Stm,cwml TEXTERIOR INTERIOR HEAD ® ALL AND SILL DETAIL) CONCRETEANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) :• ,: ;. "' 1 318" MIN., 1/4' TAPCON ;,, �, ' , •� •1.3/4" MIN., 1/4" CRETE-FLEX OPTIONAL 1x o WOOD BUCK o _ (SEE NOTE 4) 1/4" MAX. SHIM DETAIL A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE#12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)® 1/4" SS4 CRETE-FLEX. 3 FLAT HEAD ANCHORS WHERE REQUIRED MUST HAVE #12 TRIMFIT HEADS DETAIL B 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE _r TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1W 1 3/8" MIL ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET TYPICAL FLANGED HEAD ANCHORAGE —►{ 11/4" 1318. 1/4" MAX. SHIM I.— I MIN. 1/4" MAX SHIM MIN. CONCRETE ANCHOR, FM BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE �•" ; OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C 131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5' O.C. METALREW MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS, 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL D TYPICAL FLANGED JAMB ANCHORAGE SHIM, ri-A —WOOD FRAME NN' 1w IIIII IIII;I II� 1/4" MAX. SHIM DETAIL F, (HEAD) NOTES A31" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR DOD FRAME 131"DIA. MIN. x 2 l/2" NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE P.O.BOXilim ---��- NO OMA FL 3W4 Mbly Better 1/4" _MAX. SHIM DETAIL G, (SILL) SINGLE HUNG SHM I NTS 1.11 d 11 riOBDUCT a9vilm ra�l�brswl�irlielY Aeupi.. bia Ebsti- eat �ZNI d1lartt Wdc Predwl Ira a:1 FRAME //K o, IMPACT Ro L Dark. P.E. p' PE #39712 4040 ZO B Structural